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KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者材料成型及模具实训室综合建设方案适用相关专业材料成型及控制工程模具设计与制造数控加工机械设计与制造高分子材料学等专业深圳时资科技发展有限公司www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者模具实训室综合建设方案一、模具实训室综合解决方案达到的效果通过完整的模具实验（训）室可让学生掌握：注/吹/挤/吸等模具之间的区别及工艺特点，各类模具结构之间的相互关系与模具配件的应用，塑胶原料与模具制造材料的选用及制造工艺的要求、各类机床加工范围与各类刀具特性、CNC加工及电火花加工等工艺规范、快速成型与快速制模技术、热处理及表面强化技术、超声加工、激光加工、高速切削、模具三维数字检测技术与逆向工程、模具的网络制造成形整个过程。通过先进、安全、方便、快捷的教学实训模式实现学生毕业=就业这一概念二、模具实训室功能划分及预算序号功能区名称主要内容配置方案模块数量预算价（万元）1模具结构认知陈列实训区各类透明耐高温模具（教学生产两用型）、模具陈列柜等配套设施见表1-1120.032模具拆装测绘实训区各类铝合金拆装模具（教学生产两用型）、模具陈列柜等配套设施见表1-2140.863模具成型实训区注塑成型、五金冲压成型、挤出、吹塑成型、压铸成型等5类设备（生产型辅助教学）见表1-3155.064模具制造实习材料典型注塑模模架、典型冲压模模架、各类模具配件及模芯板材料见表1-415.855模具虚拟拆装培训系统模具虚拟拆装培训系统软件、实物模具、配套教材见表1-519.40合计（万元）131.20www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者三、模具拆装实训室各模块详细配置表1-1模具结构认知陈列实训区1、预期效果及目的该模具采用进口彩色透明材料作为模具的坯料，将模具的构架及模仁及运动等，用不同色彩区分开来，丰富内部层次感，并更加明显的观察模具细微的相对运动，具有可视性和实用性两大功能，让学习者从感性上认识模具基本结构，全面地掌握复杂及多种结构合一的模具结构，并能了解模具成型的全过程，将模具设计理论对照实物快速理解设计原理，为模具设计奠定感性思维依据。达到模具一体化实训室建设标准。2、可完成实验实训项目塑料模具结构认知、冲压模具结构认知、模具成型过程3、详细配置及预算清单类别设备名称产品型号规格（mm）数量单价(元)合计（元）备注1.彩色耐高温透明注塑模具系列1-1.小（细）水口模SZTZM-001230×2001套680068001-2.潜水口模SZTZM-002230×2001套670067001-3.前模哈夫模SZTZM-003230×2001套690069001-4.前模行位模SZTZM-004230×2001套750075001-5.后模行位模SZTZM-005230×2001套750075001-6.热流道模SZTZM-006230×2001套11400114001-7.推板模SZTZM-007230×2001套710071001-8.推管模SZTZM-008230×2001套710071001-9.后模斜抽芯SZTZM-009230×2001套710071001-10.斜顶模SZTZM-010230×2001套750075001-11.二次顶出模SZTZM-011230×2001套730073001-12.顶杆先复位模SZTZM-012230×2001套750075001-13.旋转牙纹模SZTZM-013230×2001套940094001-14斜导柱模SZTZM-014230×2001套830083001-15.气动顶出长距抽芯模SZTZM-015230×2001套920092002.彩色透明冷冲压模具系列2-1.冲孔模SZTCM-001150×1001套350035002-2.落料模SZTCM-002150×1001套350035002-3.弯曲模SZTCM-003200×1501套410041002-4.拉伸模SZTCM-004200×1501套450045002-5.连续拉延模SZTCM-005200×1501套490049002-6.正装复合模SZTCM-006200×1501套43004300www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者2-7.倒装复合模SZTCM-007200×1501套430043002-8.多工位级进模SZTCM-008200×1501套510051002-9.V型翻板弯曲模SZTCM-009200×1501套460046002-10.圆管冲模SZTCM-010200×1501套440044002-11.v型滑块冲模SZTCM-011200×1501套450045002-12.两圆相扣成型冲模SZTCM-012200×1501套470047002-13.QQ级进模具(企业版)SZTCM-013200×1501套540054003塑胶原料成型产品SZZSJ1套150015004五金原料成型产品SZCYJ1套120012005展示陈列柜SZ-CLG071套500050006全套模具标准件（塑胶模具）SZZBJ-0011套750075007全套模具标准件（冷冲模具）SZCBJ-0011套650065008机械加工零件标准1套100010009普通切削刀具标准1套25002500总计￥200,300.00备注：以上模具结构为标准配置，客户也可根据实际需求进行筛选。4、技术指标及主要参数类别设备名称型号规格数量主要技术指标及参数备注1.彩色耐高温透明注塑模具系列理论教学彩色注塑模（塑胶模）基本要求：★1模具规格：230×200mm工厂、企业通用实际规格标准。★2可适配生产用SZ-SM1335精密螺杆注射成型机配合可进行高温注射成型，不受工业原料限制。如常用ABS、PP、PE、PS、软PVC及工程塑料PC、PMMA、POM等塑料与模具配合生产塑料制品，并能实现可视化注射成型，模具型腔可耐180～350℃高温。3导柱导套采用直线轴承，螺栓须全部采用12.9级进口螺栓。4模架采用日本进口知名企业的有机玻璃PMMA（聚甲基丙烯酸甲酯），运动部件采用彩色有机玻璃，模仁及注胶部件须采用彩色耐高温透明材料，确保产品型腔在高温中不遇变，透明率在60-90％。注塑时可以清楚看到原料对型芯内部的充填、冷却、收缩的全过程。5透光率：60-90％6彩色模芯耐高温度范围180~350℃。7配有2D、3D模具相应图纸及爆炸演示图等教学课件。8加工制造工艺完全按照企业真实模具的制造方法制作而成,www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者专业实训人员可拆装，无需敲打撬拨，轻巧灵活，无任何污染，大大提高了实训中的安全率。该模具涵盖了注塑模具在教学中所需的各类结构及特殊结构，可完全满足教学的需求。9以上每套模都可完整地注塑出工厂企业最常见的典型塑胶件。1-1.小（细）水口模SZTZM-001230×200mm1套该类型模结构为三板模结构，截面形状小如针点的浇口，具有提高溶体的剪切速率，提高溶体的流动性，有利于充模，浇口痕迹小、容易修整，浇口位置能较自由地选择。模具成型制品表面光泽度高，进胶均匀具有顶出面积大，浇口痕迹小，产品质量稳定、效率高，水口同塑件自动分离等优点，适合大批量生产。1-2.潜水口模SZTZM-002230×200mm1套该类型模结构为二板式结构，模具在开模时，不仅能自动切断浇口，而且浇口的位置可设在制品的侧面，端面和背面等,使制品外表表面无浇口痕迹。采用潜浇口模具结构，可将双分型面模具结构简化成单分型面模具结构。1-3.前模哈夫模SZTZM-003230×200mm1套该类型模特点为需有斜弹结构，运用于侧面成型面积大，侧孔或侧凹较浅且抽拔距离较小的塑件，（如车仔模、外螺纹模）结构紧凑、强度和刚性好，抽拔力大。1-4.前模行位模SZTZM-004230×200mm1套该类型模结构为三板模结构，塑件对外观要求高，定模需设置抽芯机构，抽芯方式为斜面镶件式抽芯，成型的产品外观要求夹线短，披锋少。该模具结构紧凑，刚性强，安全可靠，在大型模具上应用广泛。1-5.后模行位模SZTZM-005230×200mm1套该类型模结构为三板模结构，适合于内部有凸凹槽，体积较小的塑件。后模设置抽芯机构，成型抽拔力不大，模具结构简单，造价低，运转周期短，在小型模具中被广泛应用。1-6.热流道模SZTZM-006230×200mm1套该类型模热流道模具在模内流道或中心采用绝热或加热的方法，使流道中的塑胶始终保持融溶状态，因此在开模时只需取出塑料制品，实现无水口废料加工，自动化程度高，可做到无人管理，总件效率高。适用于批量大，精度高的塑件。1-7.推板模SZTZM-007230×200mm1套该模推板脱模机构在分型面处沿制品周边将制品推出，适用于（筒状类）壳体、容器和筒形塑件，薄壁容器及各种罩壳类制品的脱模。该类型模特点：推出均匀力量大，运动平稳,制品不易变形，塑件表面不允许有顶杆定出痕迹。1-8.推管模SZTZM-008230×200mm1套该类型模常用于圆筒状制品的脱模。成型制品件或局部形状为圆筒形状，采用司筒机构，司筒推管沿整个周边推顶制品,使制品受力均匀,无推出痕迹。型芯和凹模同时设在动模一侧,以便提高制品的同轴度。www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者1-9.后模斜抽芯SZTZM-009230×200mm1套该类型模具成型塑料制品内侧有斜凹槽，模具采用定模板拉钩、动模板摆杆移动式机构，开模时后模斜抽芯机构先行抽芯，完成斜型芯分型，采用推杆推出制品。顺序分型的目的是完成侧向斜抽芯。1-10.斜顶模SZTZM-010230×200mm1套该类型模成型内侧有凹凸的塑件，加工简便，结构紧凑、可靠，斜推杆与导向槽配合，当推杆作垂直运动时斜推杆在导向槽的作用下做相对运动，从而完成侧抽芯动作。1-11.二次顶出模SZTZM-011230×200mm1套该类型模需为内置杠杆二次顶出结构，侧边有扣位，形状复杂，成型深腔薄壁，脱模力大的塑件，顶出机构先后二次顶出，结构简单，加工方便，安全可靠。1-12.顶杆先复位模SZTZM-012230×200mm1套该类型模外观无任何机构存在，且模具外形美观，复位修正非常方便。模具合模时，当侧抽芯与推杆出现干涉现象时或镶件复位不方便时，通过机械构件使顶出系统提前复位的结构，适合于侧边有凹槽的塑料制品。1-13.旋转牙纹模SZTZM-013230×200mm1套该类型模成型深螺距，硬质材料带螺纹的塑件，如水壶盖、机械紧固件等，模具内带螺纹型芯在电机动力的作用下做旋转运动，使制品与螺纹型芯相对旋转运动，并在推板的作用下实现脱模。产品为瓶盖，一模两出，产品尺寸不小于28×18mm，牙距不小于3mm，配合螺纹深度16mm，单腔螺纹数量大于3个。主流道需设有浮动顶出结构，脱模过程时间控制。注射周期短，效率高，适合大批量生产的塑件。1-14斜导柱模SZTZM-0014230×200mm1套该类型模需为动模对称式两滑块斜导柱抽芯结构。适合成型抽拔距和抽拔力较小的塑件，结构是斜导柱与开模方向成一定的夹角，在开模力的作用下，斜导柱与滑块料斜孔做相对运动，从而完成侧抽芯动作。是抽芯机构最常用的侧抽芯机构。1-15.气动顶出长距抽芯模SZTZM-015230×200mm1套该类型模为气动顶出长距抽芯结构，利用气体的压力，通过气缸采用电磁阀和感应开关来控制气流的走向，可实现开模后先抽芯，然后才能顶出的工作原理。因采用的是气动抽芯和气动顶出,所以抽拔距长,抽拔力大,运动顶出平稳且灵活。抽芯距离不小于52mm，产品尺寸不小于（L×W×H）52×49×16mm。2.理论教学彩色冲压模（塑胶模）基本要求：★1模具规格：200×150mm、100×150mm（2种类型，据规格分别配工业冲床和拉深机生产）。www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者彩色透明冷冲压模具系列★2与SZ-CYJ10五金冲压拉深成型机组配合可进行五金制品件的冲压、拉深成型。3能使用0.1mm铜带或0.2～0.5mm铁带、铝带生产出五金零件，可对比铝合金拆装模具进行理论教学，教学非常直观，便于测绘卡数关键零部件。4透光率：60-90％。5模架采用日本进口知名企业的有机玻璃PMMA（聚甲基丙烯酸甲酯），运动部件采用彩色有机玻璃。6模具凸凹模采用台湾标准冲压模具钢，螺栓须全部采用12.9级进口螺栓。7配有2D、3D模具相应图纸及爆炸演示图等教学课件。2-1.冲孔模SZTCM-001150×100mm1套该类型模沿模具封闭线冲切板料，其冲下的部分为废料，弹压式卸料，弹性顶件装置。导向精度高，制件质量好，模具寿命长，安装维修方便，注意防止凸模折断，应用十分广泛，产品为椭圆形冲孔五金件。2-2.落料模SZTCM-002150×100mm1套该类型模沿模具封闭轮廓曲线冲切板料，封闭线内为产品暨冲下的部分为工件，弹压式卸料，弹性顶件装置。导向精度高，制件平整，质量好，模具使用寿命长，安装或修模方便，主要应用在产品要求精度高、大批量生产的场合，产品为菱形落料件。2-3.弯曲模SZTCM-003200×150mm1套该类型把板材料沿直线弯成各种形状，可以加工形状较复杂的零件，安装调整方便，对材料厚度要求不严，凸模即起顶料作用，又起压料作用，可防止材料偏移、精度高。弯曲高度10mm，产品自动从凸模脱落。2-4.拉伸模SZTCM-004200×150mm1套该类型模把板材料毛坯成形成各种开口空心工件的模具，此类型模具带压边装置，拉深前毛坯套在压边圈上依靠外形定位，拉深后冷冲件从凸模上托出，凸凹模都装有顶出装置。2-5.连续拉延模SZTCM-005200×150mm1套该类型模制品首次拉深无法成形，需要多次拉延的模具。该模具用带料一端顺序拉延，直到最后一次拉延时才将制件由带料上冲落。拉延带有凸缘的小铝盖，拉深深度8mm，产品尺寸35mm，第一次拉延深度2mm，模具带有压边结构，并且调整非常方便。2-6.正装复合模SZTCM-006200×150mm1套该类型模具同一位置上能完成几个不同的冲裁工序的模具，下模部分装有落料凹模和冲孔凸模，上模装有弹性卸料装置和落料凸模，结构紧凑效率高，适用于单孔零件的冲裁，不适用于多孔制件的冲裁。冲压十字工件并带有2处穿孔，料带利用挡料销定位。2-7.倒装复合模SZTCM-007200×150mm1套www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者该类型模同一位置能完成几个不同的冲裁工序的模具，上模部分装有落料凹模和冲孔凸模，下模装有弹性卸料装置和落料凸模，结构紧凑效率高，适用于多孔零件的冲裁和制件平直度要求不高的厚板制件，操作方便，安全。冲压十字工件并带有2处穿孔，料带利用挡料销定位。2-8.多工位级进模SZTCM-008200×150mm1套该类型模是属于精密高、寿命长的模具。它适用于冷冲小尺寸、薄料、形状复杂和大批量生产的冷冲零件。模具为落料、冲孔、弯曲级进模，毛料由定位销和挡料销全程定位，为90度弯曲，尺寸为40×20×10mm。2-9.V型翻板弯曲模SZTCM-009200×150mm1套该类型模具为避免材料滑动，在定模部分高有两块翻板。当凸模压下时，翻板随材料弯转，定位板始终与材料接触，所成型的零件精度较高。V型零件尺寸约为35×22×12mm。2-10.圆管冲模SZTCM-010200×150mm1套该类型模具可将平坯料一次弯成圆管形零件。定模有两件活动凹模由顶板托住，当凸模将材料压下时，模块相向转动，将材料弯成圆形。凸模上升时，已弯成圆管零件就套在其上，随之上升。圆型零件尺寸为Ф18×32mm。2-11.v型滑块冲模SZTCM-011200×150mm1套该类型模具为避免材料滑动，在定模部分高有两块翻板。当凸模压下时，翻板随材料弯转，定位板始终与材料接触，所成型的零件精度较高。V型零件尺寸约为35×25×12mm。2-12.两圆相扣成型冲模SZTCM-012200×150mm1套该类型模具成型零件需为两圆环相扣结构件，模具设有自动下料结构，当模具工作时，首先切断线材，通过上模原型芯完成单个圆环的成型，将已成型的圆环套于线材再重复一次圆环成型。即完成两圆相扣成型。该工艺工序少，简洁实用，冲出的产品接口平整，合格率高，能满足使用要求。2-13.QQ级进模具(企业版)SZTCM-013200×150mm1套该类型模采用浮动档料装置，导正销导正，集导料槽与活动挡料等功能于一身。单模实现冲孔→浅拉深→落料成型，配合气动送料机可自动不间断生产，是工厂企业最常用的一种五金零件成型结构。成型产品55×44 ×0.2mm。3塑胶原料成型产品SZZSJ1套3大类成型产品件展示，包含注塑：13件，挤出：2件，吹塑：2件，每件配有产品特点及相应模具结构说明4五金原料成型产品SZCYJ1套2大类成型产品件展示，包含冲裁拉深：8件，压铸：2件，每件配有产品特点及相应模具结构说明www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者5展示陈列柜SZ-CLG071套长1800×宽600×高1700mm钢结构，上下分4层以上.能承受钢制模具、铝合金及透明模具重量；柜门采用透明玻璃可开合门。6全套模具标准件（塑胶模具）SZZBJ-0011套（1）钢制模架（三种形式）：4导柱，2导柱，对角导柱（2）浇注系统：标准主流道衬套：3°，台阶式主流道衬套：凸台，锥度式主流道衬套：5°，圆头钩针:100mm，倒锥型钩针:100mm，定位圈：Ø100×15mm顶出系统：直身顶针：Ø2，Ø5，Ø6，Ø10（各两支），扁顶针：1×5，1×6（各一支），带托顶针：6×8×4×2（2支），顶管：6×3,气动顶出套组：VJ120°，弹弓顶针（两种形式），方形边锁:SSB2508，直身边锁:TBS2530，圆形锥度定位锁:TLP20，5°，尼龙胶塞：PLAØ16，台湾标准拉钩：PL-201S。（3）定位及滑动零件：滑动式导柱导套套组：Ø12，滚珠式导柱导套套组：Ø12，独立式导柱导套套组：Ø20，铍铜油墨导套套组：Ø12，铍铜油墨滑块专用导向槽：T5-50，斜导柱：17°，开模计数器：CVPL-100，10万次，定位波珠：Ø10，模具专用弹簧4种类型（4）冷却系统：密封胶圈（5种类型），止水栓，快速接头（5种类型），喉塞（3种规格），隔水片：100，运水管：Ø87全套模具标准件（冷冲模具）SZCBJ-0011套钢制模架（三种形式）：4导柱，2导柱，对角导柱；标准冲头，抽苗冲头，引导冲头，圆锥形双节冲头，三级冲头，异行冲头，母模衬套，带锥度凹模，方形凹模，直身导柱，浮升销，浮动导料销，带气孔浮料销，定位销，等高螺丝，等高套筒。8机械加工零件标准1套不同模具零件机构及型腔、型芯展示（普机加工、CNC加工、放电加工等）9普通切削刀具标准1套立式铣刀Ø10；T型刀Ø20×5；燕尾刀60°；斜度刀2°；水口刀3°；绞刀Ø6；沉头刀Ø20；合金刀4刃Ø6；涂层刀Ø6；分体刀柄R5；合金刀粒R5；倒角刀45°。备注：如果投标，须满足以下商务要求：1、质保期3年以上，免费提供培训2、模具能与设备配套进行小型产品生产www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者表1-2模具拆装测绘实训区1、预期效果及目的模具采用进口加硬铝合金制造而成，均按工厂企业标准设计，表面经氧化处理，可反复拆装，清洁干净。导套采用直线轴承，开模轻快，无需敲打，撬拨，整体重量是真模具的三分之一，轻巧，灵活,无任何污染。提高了实验中的安全率。通过对各类结构的模具拆装训练，了解各类零件的形状与功能及装配工艺关系，以达到制造实训中理解加工工艺。达到模具一体化实训室建设标准。2、可完成实验实训项目各类模具拆装与测绘（注塑、冲压、压铸、挤出、吹塑等）、各类模具成型实训3、详细配置及预算清单类别设备名称产品型号规格（mm）数量单价(元)合计（元）备注1.铝合金实训拆装注塑模具系列1-1.小（细）水口模SZLZM-001230×2001套735073501-2.潜水口模SZLZM-002230×2001套710071001-3.前模哈夫模SZLZM-003230×2001套750075001-4.前模行位模SZLZM-004230×2001套780078001-5.后模行位模SZLZM-005230×2001套780078001-6.热流道模SZLZM-006230×2001套11000110001-7.推板模SZLZM-007230×2001套760076001-8.推管模SZLZM-008230×2001套730073001-9.后模斜抽芯SZLZM-009230×2001套740074001-10.斜顶模SZLZM-010230×2001套770077001-11.二次顶出模SZLZM-011230×2001套760076001-12.顶杆先复位模SZLZM-012230×2001套770077001-13.旋转牙纹模SZLZM-013230×2001套940094001-14斜导柱模SZLZM-014230×2001套745074501-15.气动顶出长距抽芯模SZLZM-015230×2001套920092001-16.二板式（三种不同结构）SZLZM-016230×2001套12100121001-17.三板式SZLZM-017230×2001套1430014300www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者（三种不同结构）1-18.特殊式（三种不同结构）SZLZM-018230×2001套14400144001-19.剖面斜顶滑块模SZLZM-019230×2001套940094001-20.剖面推板哈夫模SZLZM-020230×2001套940094001-21.链条成型模SZLZM-021230×2001套890089002.铝合金拆装冷冲模具系列2-1.冲孔模SZLCM-001150×1001套366036602-2.落料模SZLCM-002150×1001套366036602-3.弯曲模SZLCM-003200×1501套425042502-4.拉伸模SZLCM-004200×1501套465046502-5.连续拉延模SZLCM-005200×1501套480048002-6.正装复合模SZLCM-006200×1501套450045002-7.倒装复合模SZLCM-007200×1501套450045002-8.多工位级进模SZLCM-008200×1501套535053502-9.V型翻板弯曲模SZLCM-009200×1501套470047002-10.圆管冲模SZLCM-010200×1501套470047002-11.v型滑块冲模SZLCM-011200×1501套490049002-12.两圆相扣成型冲模SZLCM-012200×1501套490049002-13.QQ级进模具(企业版)SZLCM-013200×1501套560056003.铝合金拆装压铸模具系列3-1.斜导柱侧抽芯顶杆先复位热室压铸模SZYZM-001230×2001套780078003-2.多分型面热室压铸模SZYZM-002230×2001套780078003-3.推板推出机构模具SZYZM-003230×2001套780078003-4.推管推出机构模具SZYZM-004230×2001套780078004.铝合金拆装挤出模具系列4-1.片材挤出模具SZJCM-0011套560056004-2.管材挤出模具SZJCM-0021套650065005-1.运动水壶模SZCSM-0011套76007600www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者5.铝合金拆装吹塑模具系列5-2.小油桶模SZCSM-0021套850085005-3.中空吹塑模SZCSM-0031套680068006.模具陈列柜模具陈列柜SZ-CLG074套5000200007.模具拆装工具箱（SZ-BOX01）内六角扳手标准1套550(共15套)8250固定扳手标准1套活动扳手标准1套橡胶锤1KG1个压力杠0.5M1支开模器Ø15×400mm1支小礠铁60×50×60mm2个容纳工具箱60×50×60mm1个8.模具通用量具带表卡尺0.1-150mm1个2600（共5套）13000游标卡尺0.1-150mm1个千分尺0-25mm1个千分尺25-50mm1个万能角度尺0-90度1个高度游标尺0-250mm1个深度尺0-150mm1个R规1个牙规8/1-1/21个9.模具画图工具绘图板A31件100（共30套）3000手工绘图工具标准1套10.模具养护及修模工具气动打磨机140xØ3mm1个85008500气动锉刀机218mm1个合金小锉刀130×30mm1套普通锉刀250mm5把钨钢滚磨刀10支/盒1盒合金打磨头20支/盒1盒火石仔打磨头100支/盒1盒砂纸卷150×0.3mm2卷油石1×4×100mm3支脱脂棉1000﹟1包抛光清洁剂450ml1瓶气动超声波2mm1套www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者防锈油银晶油性1瓶11.模具装配工作台模具专配工作台SZ-GT0128张49003920012.模具拆装样图模具拆装样图配套1套30030013.模具搬运小推车模具搬运小推车配套1个16001600总计￥408,620.004、技术指标及主要参数类别设备名称型号规格数量主要技术指标及参数备注1.铝合金实训拆装注塑模具系列实训拆装注塑模（塑胶模）基本要求:★1每套模具规格：230×200mm工厂、企业通用实际规格标准。★2与生产用SZ-SM1335精密螺杆注射成型机配合可进行高温注射成型，不受工业原料限制。如常用ABS、PP、PE、PS、软PVC及工程塑料PC、PMMA、POM等塑料与模具配合生产塑料制品。3可与对应透明彩色耐高温模具进行拆装实训测绘的功能，可长期反复拆装。4导柱导套采用直线轴承，螺栓须全部采用12.9级进口螺栓。5模架采用进口加硬铝合金板并经氧化处理，硬度HB120，屈服强度260。6配有2D、3D模具相应图纸及爆炸演示图等教学课件。7以上每套模都可完整地注塑出工厂企业最常见的典型塑胶件1-1.小（细）水口模SZLZM-001230×200mm1套该类型模结构为三板模结构，截面形状小如针点的浇口，具有提高溶体的剪切速率，提高溶体的流动性，有利于充模，浇口痕迹小、容易修整，浇口位置能较自由地选择。模具成型制品表面光泽度高，进胶均匀具有顶出面积大，浇口痕迹小，产品质量稳定、效率高，水口同塑件自动分离等优点，适合大批量生产。1-2.潜水口模SZLZM-002230×200mm1套该类型模结构为二板式结构，模具在开模时，不仅能自动切断浇口，而且浇口的位置可设在制品的侧面，端面和背面等,使制品外表表面无浇口痕迹。采用潜浇口模具结构，可将双分型面模具结构简化成单分型面模具结构。1-3.前模哈夫模SZLZM-003230×200mm1套www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者该类型模特点为需有斜弹结构，运用于侧面成型面积大，侧孔或侧凹较浅且抽拔距离较小的塑件，（如车仔模、外螺纹模）结构紧凑、强度和刚性好，抽拔力大。1-4.前模行位模SZLZM-004230×200mm1套该类型模结构为三板模结构，塑件对外观要求高，定模需设置抽芯机构，抽芯方式为斜面镶件式抽芯，成型的产品外观要求夹线短，披锋少。该模具结构紧凑，刚性强，安全可靠，在大型模具上应用广泛。1-5.后模行位模SZLZM-005230×200mm1套该类型模结构为三板模结构，适合于内部有凸凹槽，体积较小的塑件。后模设置抽芯机构，成型抽拔力不大，模具结构简单，造价低，运转周期短，在小型模具中被广泛应用。1-6.热流道模SZLZM-006230×200mm1套该类型模热流道模具在模内流道或中心采用绝热或加热的方法，使流道中的塑胶始终保持融溶状态，因此在开模时只需取出塑料制品，实现无水口废料加工，自动化程度高，可做到无人管理，总件效率高。适用于批量大，精度高的塑件。1-7.推板模SZLZM-007230×200mm1套该模推板脱模机构在分型面处沿制品周边将制品推出，适用于（筒状类）壳体、容器和筒形塑件，薄壁容器及各种罩壳类制品的脱模。该类型模特点：推出均匀力量大，运动平稳,制品不易变形，塑件表面不允许有顶杆定出痕迹。1-8.推管模SZLZM-008230×200mm1套该类型模常用于圆筒状制品的脱模。成型制品件或局部形状为圆筒形状，采用司筒机构，司筒推管沿整个周边推顶制品,使制品受力均匀,无推出痕迹。型芯和凹模同时设在动模一侧,以便提高制品的同轴度。1-9.后模斜抽芯SZLZM-009230×200mm1套该类型模具成型塑料制品内侧有斜凹槽，模具采用定模板拉钩、动模板摆杆移动式机构，开模时后模斜抽芯机构先行抽芯，完成斜型芯分型，采用推杆推出制品。顺序分型的目的是完成侧向斜抽芯。1-10.斜顶模SZLZM-010230×200mm1套该类型模成型内侧有凹凸的塑件，加工简便，结构紧凑、可靠，斜推杆与导向槽配合，当推杆作垂直运动时斜推杆在导向槽的作用下做相对运动，从而完成侧抽芯动作。1-11.二次顶出模SZLZM-011230×200mm1套www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者该类型模需为内置杠杆二次顶出结构，侧边有扣位，形状复杂，成型深腔薄壁，脱模力大的塑件，顶出机构先后二次顶出，结构简单，加工方便，安全可靠。1-12.顶杆先复位模SZLZM-012230×200mm1套该类型模外观无任何机构存在，且模具外形美观，复位修正非常方便。模具合模时，当侧抽芯与推杆出现干涉现象时或镶件复位不方便时，通过机械构件使顶出系统提前复位的结构，适合于侧边有凹槽的塑料制品。1-13.旋转牙纹模SZLZM-013230×200mm1套该类型模成型深螺距，硬质材料带螺纹的塑件，如水壶盖、机械紧固件等，模具内带螺纹型芯在电机动力的作用下做旋转运动，使制品与螺纹型芯相对旋转运动，并在推板的作用下实现脱模。产品为瓶盖，一模两出，产品尺寸不小于28×18mm，牙距不小于3mm，配合螺纹深度16mm，单腔螺纹数量大于3个。主流道需设有浮动顶出结构，脱模过程时间控制。注射周期短，效率高，适合大批量生产的塑件。1-14斜导柱模SZLZM-014230×200mm1套该类型模需为动模对称式两滑块斜导柱抽芯结构。适合成型抽拔距和抽拔力较小的塑件，结构是斜导柱与开模方向成一定的夹角，在开模力的作用下，斜导柱与滑块料斜孔做相对运动，从而完成侧抽芯动作。是抽芯机构最常用的侧抽芯机构。1-15.气动顶出长距抽芯模SZLZM-015230×200mm1套该类型模为气动顶出长距抽芯结构，利用气体的压力，通过气缸采用电磁阀和感应开关来控制气流的走向，可实现开模后先抽芯，然后才能顶出的工作原理。因采用的是气动抽芯和气动顶出,所以抽拔距长,抽拔力大,运动顶出平稳且灵活。抽芯距离不小于52mm，产品尺寸不小于（L×W×H）52×49×16mm。1-16.二板式（三种不同结构）SZLZM-016230×200mm1套该类型模采用二板式模具结构，三种不同结构的前后模芯共用一套模胚，根据结构配有不同浇注系统、顶出系统。按照模具镶件设计的原则：前后模板通框结构,所有前后模芯带挂台并与前后模板配合，方便拆装。其中：1为缩小版手机外壳；2为儿童用汤匙；3为瓶盖。三套模芯循环水冷却，为合一结构。1-17.三板SZLZM-017230×200mm1套www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者式（三种不同结构）该类型模采用三板式模具结构，三种不同结构的前后模仁共用一套模胚，根据结构配有不同浇注系统、顶出系统。按照模具镶件设计的原则：前后模板通框结构,所有前后模仁带挂台并与前后模板配合，方便拆装。其中：1为气阀盖；2为商务酒店用梳子；3为深圳通卡夹。三套模芯循环水冷却，为合一结构。1-18.特殊式（三种不同结构）SZLZM-018230×200mm1套该类型模采用二板式模具结构，三种不同结构的前后模芯共用一套模胚，根据结构配有不同浇注系统、顶出系统。按照模具镶件设计的原则：前后模板通框结构,所有前后模芯带挂台并与前后模板配合，方便拆装。其中：1为挂饰拖鞋；2为佳能相机电池盖；3为瓶盖。三套模芯循环水冷却，为合一结构。1-19.剖面斜顶滑块模SZLZM-019230×200mm1套该类型模具动模部分有2处斜顶，1处斜导柱抽芯结构。剖切面从斜顶、滑块、斜导柱内部解体。模具每部分可以独立的进行动作演示、拆装、分析。通过简单的操作可将两部分合并、分解，注塑时可整体注塑，也可独立注塑，当独立注塑时可以清楚的看到原料对型芯内部的充填、冷却、收缩的全过程。1-20.剖面推板哈夫模SZLZM-020230×200mm1套该类型模具动模部分设有推板顶出，定模部分为哈夫结构，剖切面从推板、哈夫滑块、导向板内部解体。模具每部分可以独立的进行动作演示、拆装、分析。通过简单的操作，可将两部分合并、分解，注塑时可整体注塑，也可独立注塑，当独立注塑时可以清楚的看到原料对型芯内部的充填、冷却、收缩的全过程。1-21.链条成型模SZLZM-021230×200mm1套该类型模采用45°对开分型,行位精确定位，并集点浇口与斜导柱等功能，成型多圆相扣之产品。第一次成型四圆相扣,成型产品130×30×3.5mm，通过简单操作并可两圆二次相扣,实现链条无限延长，是注塑模具中较典型的结构之一。2.铝合金拆装冷冲模具系列实训拆装五金模（冲压模）基本要求:★1模具规格：200×150mm、100×150mm（2种类型，据规格分别配工业冲床和拉深机生产）。★2与SZ-CYJ10五金冲压拉深成型机组配合可进行五金制品件的冲压、拉深成型。3能使用0.1mm铜带或0.2～0.5mm铁带、铝带，生产出五金零件，可长期反复拆装。www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者4模架采用韩国进口加硬铝合金板并经氧化处理，硬度HB120，屈服强度260。5模具凸凹模采用台湾标准冲压模具钢，螺栓须全部采用12.9级进口螺栓。6配有2D、3D模具相应图纸及爆炸演示图等教学课件。2-1.冲孔模SZLCM-001150×100mm1套该类型模沿模具封闭线冲切板料，其冲下的部分为废料，弹压式卸料，弹性顶件装置。导向精度高，制件质量好，模具寿命长，安装维修方便，注意防止凸模折断，应用十分广泛，产品为椭圆形冲孔五金件。2-2.落料模SZLCM-002150×100mm1套该类型模沿模具封闭轮廓曲线冲切板料，封闭线内为产品暨冲下的部分为工件，弹压式卸料，弹性顶件装置。导向精度高，制件平整，质量好，模具使用寿命长，安装或修模方便，主要应用在产品要求精度高、大批量生产的场合，产品为菱形落料件。2-3.弯曲模SZLCM-003200×150mm1套该类型把板材料沿直线弯成各种形状，可以加工形状较复杂的零件，安装调整方便，对材料厚度要求不严，凸模即起顶料作用，又起压料作用，可防止材料偏移、精度高。弯曲高度10mm，产品自动从凸模脱落。2-4.拉伸模SZLCM-004200×150mm1套该类型模把板材料毛坯成形成各种开口空心工件的模具，此类型模具带压边装置，拉深前毛坯套在压边圈上依靠外形定位，拉深后冷冲件从凸模上托出，凸凹模都装有顶出装置。2-5.连续拉延模SZLCM-005200×150mm1套该类型模制品首次拉深无法成形，需要多次拉延的模具。该模具用带料一端顺序拉延，直到最后一次拉延时才将制件由带料上冲落。拉延带有凸缘的小铝盖，拉深深度8mm，产品尺寸35mm，第一次拉延深度2mm，模具带有压边结构，并且调整非常方便。2-6.正装复合模SZLCM-006200×150mm1套该类型模具同一位置上能完成几个不同的冲裁工序的模具，下模部分装有落料凹模和冲孔凸模，上模装有弹性卸料装置和落料凸模，结构紧凑效率高，适用于单孔零件的冲裁，不适用于多孔制件的冲裁。冲压十字工件并带有2处穿孔，料带利用挡料销定位。2-7.倒装复合模SZLCM-007200×150mm1套www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者该类型模同一位置能完成几个不同的冲裁工序的模具，上模部分装有落料凹模和冲孔凸模，下模装有弹性卸料装置和落料凸模，结构紧凑效率高，适用于多孔零件的冲裁和制件平直度要求不高的厚板制件，操作方便，安全。冲压十字工件并带有2处穿孔，料带利用挡料销定位。2-8.多工位级进模SZLCM-008200×150mm1套该类型模是属于精密高、寿命长的模具。它适用于冷冲小尺寸、薄料、形状复杂和大批量生产的冷冲零件。模具为落料、冲孔、弯曲级进模，毛料由定位销和挡料销全程定位，为90度弯曲，尺寸为40×20×10mm。2-9.V型翻板弯曲模SZLCM-009200×150mm1套该类型模具为避免材料滑动，在定模部分高有两块翻板。当凸模压下时，翻板随材料弯转，定位板始终与材料接触，所成型的零件精度较高。V型零件尺寸约为35×22×12mm。2-10.圆管冲模SZLCM-010200×150mm1套该类型模具可将平坯料一次弯成圆管形零件。定模有两件活动凹模由顶板托住，当凸模将材料压下时，模块相向转动，将材料弯成圆形。凸模上升时，已弯成圆管零件就套在其上，随之上升。圆型零件尺寸为Ф18×32mm。2-11.v型滑块冲模SZLCM-011200×150mm1套该类型模具为避免材料滑动，在定模部分高有两块翻板。当凸模压下时，翻板随材料弯转，定位板始终与材料接触，所成型的零件精度较高。V型零件尺寸约为35×25×12mm。2-12.两圆相扣成型冲模SZLCM-012200×150mm1套该类型模具成型零件需为两圆环相扣结构件，模具设有自动下料结构，当模具工作时，首先切断线材，通过上模原型芯完成单个圆环的成型，将已成型的圆环套于线材再重复一次圆环成型。即完成两圆相扣成型。该工艺工序少，简洁实用，冲出的产品接口平整，合格率高，能满足使用要求。2-13.QQ级进模具(企业版)SZLCM-013200×150mm1套该类型模采用浮动档料装置，导正销导正，集导料槽与活动挡料等功能于一身。单模实现冲孔→浅拉深→落料成型，配合气动送料机可自动不间断生产，是工厂企业最常用的一种五金零件成型结构。成型产品55×44 ×0.2mm。3.铝合金拆装压铸模具系列▲以下压铸模均可配用SZ-DM1315压铸机生产出小型铝、镁合金压铸件。SZYZM-001230×200mm1套www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者3-1.斜导柱侧抽芯顶杆先复位热室压铸模该模具是靠斜导柱拨动滑块实现侧抽芯动作。模具闭合式，由于锁模力及锁紧的作用滑块禁止不动；开模时，开模拖动滑块下移，使滑块沿斜导柱和导滑槽移动，实现侧抽芯。3-2.多分型面热室压铸模SZYZM-002230×200mm1套截面形状小如针点的浇口，具有提高溶体的剪切速率，提高溶体的流动性，有利于充模，浇口痕迹小、容易修整，浇口位置能较自由地选择。模具结构需为一模二腔三板模，采用冷压室压铸。成型产品成型面积不小于80mm²。总重量不小于200克，流道长度不小于60㎜，产品高度不小于15㎜，两点式进胶。3-3.推板推出机构模具SZYZM-003230×200mm1套对于一些深腔或薄壁的塑件，如壳体、容器和筒形塑件以及一些型腔形状复杂的塑件，不允许有顶杆顶出痕迹，且防止塑件变形，可采用推板推出产品的形式脱模，一模两出，产品为小汤锅，产品尺寸15×35×50mm。3-4.推管推出机构模具SZYZM-004230×200mm1套适用于弯管圆弧内抽芯的塑件。模具B板上设置将直线运动转换为圆周边运动的结构，从而达到圆弧抽芯的目的，一模两出，产品为小锅盖，产品尺寸10×φ20mm。4.铝合金拆装挤出模具系列4-1.片材挤出模具CZSJCM-0011套挤出模具可配用SZ-BMM45双工位气动挤出吹塑机组进行生产容积在500ML以下的制品。4-2.管材挤出模具CZSJCM-0021套5.铝合金拆装吹塑模具系列5-1.运动水壶模CZSCSM-0011套以下吹塑模具可配用SZ-BMM45双工位气动挤出吹塑机组进行生产容积在500ML以下的制品。5-2.小油桶模CZSCSM-0021套5-3.中空吹塑模CZSCSM-0031套6.模具陈列柜模具陈列柜SZ-CLG074套长1800×宽600×高1700mm钢结构，上下分4层以上.能承受钢制模具、铝合金及透明模具重量；柜门采用透明玻璃可开合门。7.模具拆装工具箱（SZ-BOX01）内六角扳手标准1套共15套固定扳手标准1套活动扳手标准1套橡胶锤1KG1个压力杠0.5M1支开模器Ø15×400mm1支小礠铁60×50×60mm2个容纳工具箱60×50×60mm1个www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者8.模具通用量具带表卡尺0.1-150mm1个共5套游标卡尺0.1-150mm1个千分尺0-25mm1个千分尺25-50mm1个万能角度尺0-90度1个高度游标尺0-250mm1个深度尺0-150mm1个R规1个牙规8/1-1/21个9.模具画图工具绘图板A31件共30套手工绘图工具标准1套10.模具养护及修模工具气动打磨机140xØ3mm1个共1套气动锉刀机218mm1个合金小锉刀130×30mm1套普通锉刀250mm5把钨钢滚磨刀10支/盒1盒合金打磨头20支/盒1盒火石仔打磨头100支/盒1盒砂纸卷150×0.3mm2卷油石1×4×100mm3支脱脂棉1000﹟1包抛光清洁剂450ml1瓶气动超声波2mm1套防锈油银晶油性1瓶11.模具装配工作台模具专配工作台SZ-GT0128张序号技术指标1型号：SZ-GT0122规格尺寸：1800×750×800mm3装置配2个抽屉，规格尺寸为：430×550mm4桌面耐酸碱、耐磨、耐油。台面为50mm高分子材料板，并覆盖一层橡胶垫。5底层采用高压纤维板，使桌面更具有抗冲击性。6www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者本钳工台根据力学组合式设计，拆装与维护方便，便于运输7美观坚固耐用，平均载重1000-2000Kg以上。8台面为圆弧设计，不易冲撞受损。9附可调整脚设计，改善因地面不平而造成的晃动问题。10桌腿可预留电器插座孔，可根据需要加装电器插座。11可加装台虎钳。12.模具拆装样图模具拆装样图配套1套与所购模具配套13.模具搬运小推车模具搬运小推车配套1辆小型多层抽式结构表面喷塑处理，台面铺PVC胶皮备注：如果投标，须满足以下商务要求：1、质保期3年以上，免费提供培训2、模具能与设备配套进行小型产品生产表1-3模具成型实训区1、预期效果及目的设备均采用技术先进、操作方便、教学安全、使用成本底、节能环保的产品，在未来发展中不会落后，使教学达到最佳效果，避免资金的重复投入；可以保证在教学实验中使用率提高到100%，真正实现人机交流，不仅是在老师带领下进行教学实验，而且每一个学生可自行上机操作，学生可直观的学习和研究；可很好的投入到学生毕业设计当中，避免了”上机难、操作难、成果难”,使“纸上谈兵”这一现象彻底消失；更方便教师的进行课题研究、科研立项等。达到模具一体化实训室建设标准。2、可完成实验实训项目各类模具安装调试、各类成型工艺原理、各类成型工艺参数对成型件质量的影响、各类成型设备的结构原理、维修、结构设计、成型工艺分析和模具设计、浇注系统设计、模具零部件设计和注塑工艺、科研等3、详细配置及预算清单类别设备名称型号规格数量单价（元）合计（元）备注智能精密螺SZ-SM13351台140000140000www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者1.注塑成型设备杆注射成型机（配全新45#生产钢模一套）（优选）2.3×0.8×1.6m生产型辅助教学，并能24小时精密生产。2.冲压拉深成型设备五金冲压拉伸深成型机组SZ-CYJ101.28×0.6×1.46m1台2800028000冲压、拉伸模具需另配3.挤出吹塑成型设备气动智能双工位高速挤出吹塑机（配全新生产用吹塑模两套）SZ-BMM452.2×1.3×1.8m1台1298001298004.压铸成型设备全电脑智能热室压铸机（配全新生产压铸模一套）SZ-DM13151.8m×1.2m×1.65m1台98000980005.挤出成型设备实验室双螺杆挤出机SZ-LDSE202.26×0.4×1.35m1台1440001440006.辅助设备快速静音破碎机SZ-PCH3695×525×975mm1台980098007.生产原料塑胶原料标准1袋500500五金原料配套1卷500500总价（元）：5506004、技术指标及主要参数类别设备名称型号/规格详细技术参数1.注塑成型设备智能精密螺杆注射成型机（配全新45#生产钢模一套）SZ-SM13352.3×0.8×1.6m★特点：适合精密、微型产品的生产要求，其控制器采用高性能智能联网电脑控制器，具有操作流程语言播报功能、智能故障检出及辅助操作功能，全触屏人机操作界面，整机耗电量极低。本设备非教学演示仿真机器、工厂企业很少实际应用概念性小型全电动双杆注塑机，电源为380V工业用电，可24小时不间断生产连续生产精密塑胶件，达到教学试训“企业车间”效果。让本科院校，高职高专，中职技师学院学生学习到企业生产机实际构造、更直观了解注塑成型工艺，引导开发创新思维。并掌握注塑机结构原理，让学生设计的模具及产品在成型生产出来后得到检验，同时通过产品的检验，使学生掌握产品成型的全过程，并得到成就感。通过先进的注塑机让学生学到与工厂实际操作流程和注塑工艺过程，使学生毕业后能很快得到企业的认可。1射胶部分www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者H型采用高刚度直线导轨无间隙运动，减少摩擦阻力，提高系统的回应速度和灵敏度，驱动功率大幅度下降。采用双注射及双射移油缸，射嘴与射移导杆同一平面设计，确保了高速注射中的平衡性和力矩的平衡性，稳定性更好。2锁模部分锁模机构分两种：机铰锁模结构和全液压锁模结构3智能联网电脑控制器配置高精度电子尺，配合温度及压力感应器，具有智能故障检出及辅助操作功能，全面支援iChenSystem生产车间联网管理系统及iChenWireless无线联网。4主要技术指标:序号项目单位参数1射胶部分2★射胶量（硬胶）oz1.83★理论注塑容积g504cm3556螺杆长度直径比mm/mm207射胶压力MPa1748螺杆行程mm1159锁模部分10★锁模力KN35011开模行程mm23012油压顶针推力KN2713油压顶针行程mm6014电力/电热 15油泵马力KW5.516其它17循环时间Sec1.818★机身尺寸（长×宽×高）m×m×m长2.3×宽1.0×高1.619油箱容量liter10520★机重T（吨）1五金冲压拉伸深成型机组SZ-CYJ101.28×0.6×1.46mwww.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者2.冲压拉深成型设备本设备针对生产用高速冷冲机的特点，结合实训实验教学的实际需求，设计了低速冲压和拉深的冲压机组，并将高速冷冲机和低速冲压机进行了组合，形成了既可生产又可冲压原理教学的微型冷冲拉深成型机组，该机具有体积小、可随意移动，适用于实训实验教学的优点。给冲压模具设计与制造专业进行模具运动、成型分析及教学实验提供认证。该机操作方便，无噪音无污染；采用220V电压，可在任何有电场所使用，不受工业用电的限制。同时能够使用0.1mm铜片，0.2～0.5mm薄铝片、铁片与配套的铝合金拆装模具、彩色透明模具生产出五金零件，能在试验中看到模具的运动及成型状态，从而将工厂企业实际生产操作过程展现在一体化教学当中。功能要求：序号主要指标要求备注1规格：1280×600×1460mm2该机组为两台独立设备,分别为高速冷冲机和可调速拉深机,专机专用,符合现代生产工艺及需求。2台3具有使用配套的铝合金拆装模具及透明模具进行课堂教学冲压及拉深成型演示解析功能及小件生产。生产4使用0.1mm铜片，0.2～0.5mm薄铝片或铁片与模具配合能生产出五金零件。5拥有机械式自动送料系统,送料速度每分钟300次,送料长度5—40mm,调整方便快捷,并配有日本OMRON红外线感应保护装置。日本6控制系统采用24V低压，确保安全可靠。7立柱采用德国进口硬铬精密导杆，导套采用自润滑功能的碳墨合金导套。德国8质量:符合相应国际标准和中华人民共和国标准。9电源:220V,50HZ。10主机铝合金部件：采用韩国进口加硬铝合金板并氧化处理，硬度HB120，屈服强度260。韩国11模柄孔直径：φ16mm。12拉深电机功率：0.1kw采用日本ORIENTALMOTOR直线调速制动电机。日本主要技术参数：序号项目单位参数1★工业冲床冲压力t12★拉深机冲压力t0.083冲压行程mm454最大封闭高度mm1425模柄孔直径mmφ16www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者6冲压电机功率kw0.57拉深电机功率(日本ORIENTALMOTOR直线调速制动电机)kw0.18工作台尺寸mm1280×600×1460mm9机器重kg15510电源V2203.挤出吹塑成型设备气动智能双工位高速挤出吹塑机（配全新生产用吹塑模两套）SZ-BMM452.2×1.3×1.8mSZ-BMM45气动智能双工位高速挤出吹塑机采用C形电镀钢板直线导轨模架。设备特点为；双工位、全气动、小型且高速、占地面积小，高速移模、合模，气缸能耗极低，速度超快但运行动作稳定、产量特高，控制系统采用吹塑机专用智能电脑操作简便。制件范围特别适用于1-500ml小件、高速吹塑制品的生产。机头特殊钢中心入料机头。速度单工空循环2.9秒，双工空循环3.7秒。塑胶原料PE、PP、PVC、PETG等。主要性能指标序号气动智能双工位高速挤出吹塑机SZ-BMM45主要性能指标：特注1高速完成挤出成型及产品吹塑成型的双重功能，主要适用于挤出吹塑容积在1-500mL之内的制品，双工位成型外配2副塑料吹塑模具，操作简单方便生产教学用2★本设备配2套生产用出口级的锌合金制造的吹塑模，吹塑产品分别为：A师生生活用口杯，B精巧容器瓶。必须达到生产精度及标准3生产瓶、壶、罐、桶及小型异形件等各种单层或带可视液位线吹塑中空制品的生产,特别适用于PP、PVC、PE、PETG、EVA等原料的中空吹塑。学生可根据不同的塑料调整模具产品成型工艺，完全适合工厂实际生产要求；了解挤出吹塑机组的基本结构；熟悉挤出吹塑机组的工作原理及根据其动作流程练习PLC编程。挤出吹塑机组功能4台湾www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者操作控制部分：采用塑料机械专用工控电脑、变频器、行程开关、接触器及进口气阀控制，生产效率高。5注塑机螺杆、料筒采用日本进口SACM645氮化钢经调质、氮化处理，氮化层深度≥0.5mm，硬度HV≥950，且脆性等级不大于Ⅱ级。日本进口钢6采用进口大功率电机和进口气缸完成挤出吹塑机组的所有动作流程。台湾7采用高精度线性导轨确保设备运行平稳。德国8采用冷却器工业供水冷却系统9机器采用固定安装方式。10★执行部分：气动锁模,结构紧凑；锁模系统为气动单元,便于维修和保养；气动型机器较为轻便；便于搬运和运输；价位合理,降低了购置机器所需的成本；采用机械、电气、程序控制三种安全保护模式，确保使用中的安全。执行部分11质量:符合相应国际标准和中华人民共和国塑料机械设计标准。主要技术参数：序号项目单位参数1机器型号SZ-BMM452制品容积范围L0.01-0.53塑胶原料GBPE、PP、PVC、PETG、EVA等4模具厚度mm105－1355机筒风冷Sec36螺杆直径mm457螺杆长径比L/D248螺杆转速rpm0~609塑化能力kg/h2010模板间距mm100~23011★锁模力kN612主电机功率kW7.513合模气缸直径mm10014移模气缸直径mm63带缓冲www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者15吹气气缸直径mm63可调行程16显示屏尺寸inch7.0TFT彩色17键盘USB接口GBUSB2.018通信接口GBRS23219★机器尺寸mm2200x1300x180020★机器重量t1.121电源v3804.压铸成型设备全电脑智能热室压铸机（配全新生产压铸模一套）SZ-DM13151.8m×1.2m×1.65m在台湾及日本技术基础上改良研发而成；重新设计加强机架，加大钢销，加厚机板，确保在生产压力过大时的承受力；配置先进的PLC电脑可编程序，把复杂的电路简单化，寿命长操作简单，电脑显示板有自动故障报警功能，可迅速排除故障。一、全电脑智能热室压铸机特点：1采用高品质的球墨铸铁模板及其机铰。经高精度的CNC设备加工，集成精密的锁模系统。2坚硬特强拉力镀铬大杠，容模空间大。3具有模具低压保护装置。4锁模柱架可自动前后移动，可选用定嘴或者离嘴压铸模式。5采用了倾斜锁模系统，可实现快速全自动操作。★二、射料部分：1射咀、锤头、钢令、可在高温高压状态下保持长期稳定2可选用柴油、电加热及焦炭熔解炉加热方式3射咀、鹅颈采用电加热方式，能长期保持稳定的温度。三、油压部分： 1采用名牌力士乐液压元件2采用特别设计的压射系统，配备有气囊式储能器，高速压射爆发力强。四、电气部分：1采用信捷牌电脑，可在恶劣环境下稳定工作2采用24V直流电控制，操作安全可靠，故障率低3电脑屏幕设定参数直观方便，具有故障显示报警功能5采用近接式行程开关，降低故障几率。五、关键技术指标：序号项目单位参数1★合模力kn1502合油缸缸径mmφ553哥林柱直径mmφ354开模行程mm1155哥林柱间距(高×宽)mm235×245www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者6模具厚度范围mm130～2307压射行程mm608压料杆直径mmφ359★射出力kn15010压射油缸径mmφ6011有效射出量g20012扫落行程mm20013锌锅容量kg7014蓄能器容量l1015空循环时间s316电热头功率kw117发热头功率kw8.518燃烧机用油量kg/h1.519电机功率hp5.520工作油压力MPa5～721★机器外形尺寸mm1800×1200×165022★机器重量t1.523本设备必须有国家知识产权局认证的技术文件：专利文件、高新技术认证文件24★本设备要随机器配置工业生产用平面压铸模具1套，一模2腔，产品为我校校徽。具体模具尺寸规格：170mm×150mm×145mm（长×宽×厚），A板35mm，B板40mm。六、其它www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者1有电脑自动卸压监控、多重安全保护装置、自动卸荷功能、机器故障报警显示。2有产品数量报警。3缸筒双面装有油封，二次密封保存。4锌锅加宽加长，锌液面温度稳定，保温时间长，省电省力。5液压元件采用进口装置，可油电混合加热。6生产效益高全自动控制功能可一人操控2~4台，成本低。7自动扣前、扣后，自动调模，顶针油缸（可根据产品大小自动调节快慢及大小、时间长短和行程长短）。8油压不带高压，油温不高，寿命长。9安全性能好，加大安全门关到位才合模，不关不合模。10节能，模具压射完成后，马达会空转。5.挤出成型设备实验室双螺杆挤出机SZ-LDSE202.26×0.4×1.35m本机适合工程塑料、改性塑胶、废旧塑胶、色母粒的混炼加工实验，具有塑化均质、著色打样、填充改性等功能。1.螺杆直径：202.长径比：1：403.螺杆转向：平形同向4.螺杆转速：0-120rpm变频调速5.螺杆：40CrNiMo铬鉬合金特种工具钢，螺杆带有喂料段、输送段、压缩段和混合头，经硬铬拋光，超精衍磨等工艺处理，氮化层深度0.4-0.7mm，氮化硬度HRC55~606.料筒：採用双金属材质，可以更换的硬质合金耐磨内套，按照不同功能排列的多节筒体组合7.组合方式：螺杆套件為积木式螺旋组合，机筒多段组合式8.加热区：料筒4区铸铝加热器，机头2区加热器，外覆不銹钢安全风罩9.冷却装置：料筒全段採用软水循环冷却10.驱动功率：4KW齿轮减速电机11.熔体温度和压力：0-35Mpa，传感器可精确监测压力和温度变化，自动控制主机运转12.喂料器：0-50rpm变频调速螺旋强制下料13.真空泵：水循环真空脱气装置（可选）14.过滤网罩：5-40微米孔径滤网，採用快速换网器15.电源：3∮.AC380V.50Hz三相五线16.电控系统：高精度智能数字化温控仪錶控制和显示所有的工艺参数17.挤出模头：快换机头，出条数2-￠3（√圆柱形□空心形□片材形）18.尺寸规格:2260×400×1350mm19.机器重量：416Kg6.辅助设备快速静音破碎机SZ-PCH3695×525×975mm一、爪刀型破碎机性能特点：1全钢焊接机座，坚固耐用。2主轴粗，加工精度高，运转平稳，寿命长。3进口铬钢双面刃刀具，刀刃锋利，可换头使用，持久耐用。4刀架优化设计，爪型刀架螺旋分布，可分散碎料时受力度，减轻碎料时冲击力，使得每个爪刀的破碎剪切力更大。5易拆式设计易于检修和清洗，并有双层结构，装有隔音材料，噪音很低。6装有马达过载与电源连锁保护系统，保证操作安全。www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者7适合破碎厚材料，硬质料块，料头等各类塑胶物件。二、关键技术指标：序号项目单位参数1马达功率（南京永博电机）HP/KW3/2.22进料口尺寸mm180×1753转速转／分钟6004固定定刀片片25旋转动刀（材质:九铬硅）片96进料口尺寸mm180×1607筛网孔径mm8（也可按要求定做）8粉碎能力KG/H70-1009机器尺寸mm695×525×97510重量Kg18011电源电压V38012其它：1）马达过载与电源缺相保护装置及安全开关保护装置2）动力为三星皮带转动7.生产原料塑胶原料标准ABS塑胶原料25kg五金原料配套专用铝带5kg备注：如果投标，须满足以下商务要求：1、质保期3年以上，免费提供培训2、模具能与设备配套进行小型产品生产3、投标人现场演示真机操作视频。表1-4模具模架及实习材料1、预期效果及目的www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者模具模架采用进口加硬铝合金制造而成，均按工厂企业标准设计，表面经氧化处理，硬度强，经久耐用，轻巧干净。整体重量是真模具的三分之一，无任何污染。提高了实训中的安全率。学生只需用设计加工出对应的模芯，通过各类配件的组装就可以制造出一套模具出来，避免了学生实习时间不够用的弊端。使学生在较短的时间里完成良好的学习成果，达到模具一体化实训室建设标准。2、可完成实验实训项目模具设计与制造实习成果（注塑模具的设计与制造及组装、冲压模具的设计与制造及组装）3、详细配置及预算清单3.1注塑模模架及配件编号名称/型号型号规格数量单价总价备注1大水口标准模架20221A板40B板401件30503050 2020A板40B板401件29502950 2019A板40B板401件28502850 2018A板40B板401件27502750 2017A板40B板401件27002700 2016A板40B板401件27002700 2小水口标准模架20221A板40B板40水口边长度801件30503050 20220A板40B板40水口边长度801件29502950 20219A板40B板40水口边长度801件28502850 20218A板40B板40水口边长度801件27502750 20217A板40B板40水口边长度801件27002700 20216A板40B板40水口边长度801件27002700 3推板模标准模架20221A板40B板401件30503050 2020A板40B板401件29502950 2019A板40B板401件28502850 2018A板40B板401件27502750 2017A板40B板401件27002700 2016A板40B板401件27002700 模具配件 4导柱￠12*701件1313 5导柱￠12*1001件1616 www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者6导柱￠12*1201件2121 7导套￠12*351件1212 8导套￠12*401件12.512.5 9顶针10*1001件6.56.5 10顶针10*1501件88 11顶针8*1001件66 12顶针8*1501件77 13顶针6*1001件3.53.5 14顶针6*1501件4.54.5 15顶针4*1001件2.32.3 16顶针4*1501件2.52.5 17顶针3*1001件1.61.6 18顶针3*1501件22 19唧咀12*801件1818 20定位圈10*751件3636 21螺丝3/8*1寸1件1.21.2 22螺丝3/8*1寸1件3.63.6 23螺丝1/4*1寸1件1.21.2 24螺丝1/4*3/41件0.50.5 25螺丝1/4*5/81件0.50.5 26塞打螺丝10*201件66 27塞打螺丝10*551件88 28塞打螺丝10*351件6.56.5 29塞打螺丝10*301件6.56.5 30胶塞8*161件4.84.8 31机米螺丝8*101件0.50.5 32机米螺丝12*121件0.80.8 33机米螺丝10*101件3.33.3 34波珠螺丝101件3.63.6 35波珠螺丝81件2.72.7 36波珠螺丝121件4.54.5 37润水接头1分1件55 38吊环 1件1919 39铝材A板40*200*2001件150150 40铝材B板40*200*2001件150150 www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者41前模板25*220*2001件9090 42底板25*220*2001件9090 43方铁30*200*602件9090 44顶针板20*130*2001件7575 45顶针底板15*130*2001件7575 46行位料55*40*481件5050 47行位料65*80*401件5050 48行位料120*60*351件6060 49模芯料25*120*902件138138 50圆棒￠30*3001件165165 51圆棒￠35*3001件180180 52圆棒￠20*3001件6565 53镶件50*45*401件6565 54镶件50*40*401件6565 55压块20*35*2001件3535 56弹簧￠20*701件3535 57弹簧￠10*801件4040 合计￥52,918.603.2冲压模模架及配件编号名称型号规格数量价格总价备注1冲压模架2015A板30B板301套180018001510A板30B板301套180018002五金模上模板150*200*301件100100 3五金模下模板150*200*301件100100 4五金模模芯板120*25*902件138138 5铝镶件40*60*101件2020 6铝镶件40*30*101件2020 7铝模柄￠50*501件4040 8H136钢料56*65*102件160160 9H136钢料47*50*201件6161 10H137钢料150*150*301件280280 11H138钢料120*80*252件360360 www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者12H139钢料120*50*201件105105 13H140钢料120*50*251件105105 14H141钢料56*56*101件6060 15H142钢料112*56*102件180180 16H143钢料￠45*502件108108 17H144钢料￠25*351件4545 18H145钢料￠35*251件3838 19导套￠12*401件1212 20导柱￠12*1001件12.512.5 21弹簧￠10*501件55 22螺丝1/4*5/81件33 23螺丝1/4*2寸1件22 24螺丝1/4*1寸1件44 25镶针10*1001件6.56.5 26镶针6*1001件66 27镶针4*1001件66 合计 ￥5,577.00表1-5模具虚拟拆装培训系统1、预期效果及目的模具虚拟拆装培训系统，要求采用世界领先的虚拟现实技术，以逼真的三维场景和三维虚拟装备，营造出身临其境般的教学与实训体验，开创“自主探索”的新型教学模式，以及“虚实结合”的新型实训模式，大幅度提升模具教学与实训效果，同时显著降低成本。系统可通用于不同层次、不同类型、不同规模的课程教学，是国内领先的第四代多功能综合教学平台，是模具精品课程建设和重点专业建设的重要组成部分。2、可完成实验实训项目模具结构认知与拆装训练，理实一体化课程等3、详细配置及预算清单编号项目名称型号数量单价（元）合计（元）备注1全功能模块3节点400012000www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者虚拟模具培训系统网络版软件与模具实物配套2不包含三维教学平台50节点1200600003单机版全功能模块1节点20000200004配套教材配套50本40.002000总价（元）：94000备注：如需实物模具，请自行选配。4、技术指标及主要参数包括注塑模具（二十二种结构）、冲压模具（十二种模具结构），每种模具都有产品分析、2D总装配图识图和绘图、典型结构和机构解析、模具零件单独展示、模具零件加工工艺、装配工艺、模具成型工艺、注塑缺陷及故障分析等教学内容，为老师呈现了完整的模具理论课件和实训课件。可满足冲压成型工艺与模具设计、冲压模具课程设计、塑料成型工艺与模具设计、塑料模具课程设计、模具加工工艺、模具加工技术等多门主干课程的教学需要。模具软件性能：★（1）系统基于“Web3D虚拟现实平台”运行的网络虚拟实验3D环境，所有模具结构根据实体模具教具制作各种模具及其部件。达到软件操作和教具实训操作同步吻合。(2)各种模具智能控制动画，实现智能虚拟互动随意拆装,并能自动判断拆装操作的正确性；(3)3D模型数据量小运行速度快(一套模具所有零部件在内的逼真3D模型数据量小于1MB。)(4)3D模具智能虚拟故障排除；(5)在虚拟模具培训系统中实现128位随机加密。(6)动态3D场景传送。(7)动态场景渲染。(8)分布式3D数据库自动分区平衡各数据库负荷技术。(9)能够实现大量并行用户快速下载。（10）3D模具模型或其部件模型任意方向旋转及视点切换，所有部件都可360度全方位观看，具有直观立体，真实互动的效果。（11）系统中用户不仅可以动手对模具进行虚拟装配仿真操作，了解模具每个零件细节，熟悉模具装配原理，还可以进入“虚拟注塑模拟系统”进行不同模具注塑实训操作，使学生了解注塑生产工艺。（12）注塑模具系列每一套模具增加工作原理3/4剖面原理图模具软件功能：应用方向模块构成性能特点虚拟模具培训系统教学模块教学模块包括注塑模具（大水口模、小水口模、推板模、二次顶出模、斜导模、哈夫模、斜顶模、旋转螺牙模、热流道模、弯管模、潜水口模、顶杆先复位模）、冲压模具（落料模、冲孔模、折弯模、拉伸模、多工位级进模、正装复合模、到装复合模、连续拉延模），每种模具都有产品分析、2Dwww.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者总装配图识图和绘图、典型结构和机构解析、模具零件单独展示、模具零件加工工艺、装配工艺、模具成型工艺、注塑缺陷及故障分析等教学内容，为老师呈现了完整的模具理论课件和实训课件。实训模块教学模块中的各种模具实例，通过手动和自动拆装来充分的掌握模具结构知识。考核模块教师编辑并加载了考试项目后，对应学员的考核模块就会出现考试内容，并可实时记录保存，自动评分；解决模具制造实训考试或模具比赛时间长、成本高、评分不精准等难点。管理后台系统管理后台帐号管理：1.管理员帐号的设置。2.教师帐号的创建和修改，学生帐号的创建和修改。3.权限管理（权限管理是用来设定教师管理学生的权限）。考核题库管理：1．增加、修改和删除课件。2．增加、修改、删除拆卸安装考核的模型和步骤。3．增加、修改、删除接线连接考核的模型和接线逻辑。4．增加、修改和删除虚拟实验考核的模型。5．对考核的结果进行管理，为删除的考核结果提供回收站。系统管理：1.对各种模具的教学内容进行管理。2．对各种模具的实训内容进行管理。3．增加、修改、删除各种模具参数和系统面板。4．三维场景编辑，可根据教学内容修改或编辑页面文字，图片或三维场景。备注：如果投标，须满足以下商务要求：1、三个工作日的免费上门安装、培训与维护。2、二年免费升级。3、以上功能、技术指标中，加*项为投标产品必须达到的关键技术项，并且需要在招标现场演示和测试。在招标现场，由甲方（用户）指定一副模具，并从上述含*技术项中随机抽取进行现场演示。www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者后附：我司近期合作案例四、教育部2014年模具中职组国赛我司赞助现场2014年全国职业院校技能大赛中职组“冠泓数控杯”模具制造技术大赛www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者教育部职成司副司长达娃等领导现场考察我司并和我司总经理交谈www.shizicn.com-37-/39 KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...KangdaCollegeofNanjingMedicalUniversity(pharmacy/f/nursing/f);constructionsites:theNorthWestsideofmountainroad,ChunFaiRoad,Lianyungangcity,belongingtoframe;5floors;theWestpartofthenursing1underground;refractorygrade,buildingheight:25.45m;standardfloors:4.5Mtotalarea:13979squaretime:251days.ThisprojectconsistsofJiangsuruninvestmentdevelopmentcompanybuilding,Shanghaievenarchitecturaldesign,explorationofgeologicalengineeringexplorationInstituteinLianyungangcity,JiangsuProvince,continuoussupervisionlimitedsupervisioninLianyungangcity,JiangsuYulongbuildingconstructionengineeringcompanylimited;theSongShipeiasprojectmanager,SongShijiangservedastechnicaldirector.Seconddeployment,overallplanningandconstruction(a),theoverallplanfortheprojecttakingintoaccounttheconstructionduration,quality,securityandcontractrequirements,sotheoptions,shouldfullytakeintoaccountthefollowingpoints:1,framestructuresdesignedtomakestructuressaferandreliable,reasonablecost.2,andundertheconditionsprovidedforintheregulationsofusewithinthetimelimit,tofullymeettheexpectationsofsafetyanddurability.3,selectionofmaterials,andstrivetoachievecommonGM,workingcapitaluse,easeofmaintenanceandrepair.4whenthestructuralmodel,wecouldachieveaclearforce,structuralmeasuresinplace,liftridedowneasy,easytocheck;5,basedontheabovepoints,theerectionofscaffolding,JCJ59-99checkthestandardrequirementsmustbemettocomplywiththerelatedchemicalrelatedstandardsofcivilization.6,withtheabovescaffoldingdesignprinciples,combinedwiththeactualsituationoftheproject,consideringthepreviousconstructionexperience,decidedtoadoptthefollowingscaffoldsprogramme:steelfloorscaffold(b),securityintheprocessofconstructionoftheleadinggroup,atthepeakofconstruction,theconstructionteamincrossedoperations,safetymonitoringshouldbestrengthened,andsetanumberofsafetymonitoring.Horizontalandverticaltransportofmaterialstosetupthetemporarywarningarea,triangularflagwithredandwhitefences.Bewareofconstructionpersonnel.Setuptoprojectmanagerastheheadoftheleadinggroupofsecuritytoimprovesitesafetyprotectionatwork,thisPanelagencies,staffing,andtheDivisionofresponsibilitiesareasfollows:SongShipei(ProjectManager)---groupleader,coordinatestheworkofcommand;XuYunxu(Builder)-Member,responsibleforsiteconstructioncommand,technicalclarification;SunDacheng(SecurityOfficer)-Member,responsibleforon-sitesafetyinspections;ZhaoGuangrong(workersmonitortheshelf)-Member,responsibleforsiteconstruction;Third,theerectionprocessandconstructiontechnologyofsteeltubelandinglandingthescaffoldthescaffoldprocessis:groundlevelling,tamping→Foundationbearingcapacityofexperiments,materialsequipment→positioningsettingsthroughlonghand,basepole→→→longitudinalsweepingtherodhorizontalsweeptherodscissors→→→smallbar-thebarwallprotectiverailing→→→Puscaffoldpiercedsafetynet.Fixedpositioning.Fourcornersaccordingtostructuralrequirementsinbuildingswitharuler,measuretheinnerandouterpoledistancefromthewall,andmarksteeltapemeasurestraight,separatethepolepositionwithasmallbamboopolemarked;Baseplate,shouldbeaccuratelyplacedonthepositioningline,platemustbecoveredwith...——模具实训教学一体化建设领航者教育部职成司副司长达娃等领导现场考察我司并和我司总经理交谈联系人：付经理联系电话：13500063959www.shizicn.com-37-/39
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