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1、银仁·御墅花园项目专项施工方案目录1、工程概况12、设计依据13、材质要求24、搭设参数35、设计计算46、脚手架计算书4I、悬挑脚手架3500长钢丝绳拉结计算书4一、大横杆的计算5二、小横杆的计算7三、扣件抗滑力的计算8四、脚手架荷载标准值9五、立杆的稳定性计算11六、连墙件的计算14七、悬挑梁的受力计算15八、悬挑梁的整体稳定性计算17九、拉杆的受力计算18十、拉杆的强度计算18十一、锚固段与楼板连接的计算19II、固接型钢悬挑脚手架1150长钢丝绳拉结计算书21一、大横杆的计算21二、小横杆的计算23三、扣件抗滑力的计算25四、脚手架荷载标准值
2、25五、立杆的稳定性计算27六、连墙件的计算30七、悬挑梁的受力计算31八、悬挑梁的整体稳定性计算33九、拉杆的受力计算34十、拉杆的强度计算34十一、锚固段与楼板连接的计算35Ⅲ、悬挑式脚手架3500长带联梁计算书36dslopetofacilitateemptying.(1)duringtheexcavationprocess,feelfreetocheckthestatusofsideslope,verticaldigdepthisgreaterthan1.5M,accordingtothechangesofsoil,excavation(Gr
3、oove)ortrenchsupportpreparation,topreventcollapse.(2)excavation(Groove)andwhenthetrenchshouldnotdigtothedesignheightofthefollowing,ifnotexactlydiggingbaseelevationistodesign,persistenceofelevationabovealayerofsoilisnotdug,tocopyafterpingdugoutbyhand.(3)mechanicalconstructiondig
4、intotheEarth,diggingmanualatanytime,andtrolleystotransportEarthmachinerytodigtheplace,soastousethemachineryofcherry-picking.5,trimming...(1)soilexcavationonarainyday,theirworkshouldnotbetoolarge,shouldbedonepiecemeal,bystaging.(2)therainatthetimeofconstructionintheexcavationand
5、earth-movingrequiredgreatattentiontoslopestability.Ifnecessary,theappropriateslowslope,orbraces,whileinthepits(Groove)outsidesurroundedbyEarthenbermsordiggingditches,preventsurfacewaterfromentering.Alwayscheckontheslope,support,anembankment,identifyproblemsanddealwith.II,backfi
6、llEngineering(a)constructionpreparationresearchfieldsiteformation,earthfillconstructionplan,determinethefillline,order,range,slope,drainagelevels,andsoon.1,theengineeringaccordingtothecharacteristicsofspecies,densityofthefillquantityrequirements,constructionsiteconditionsofreas
7、onablefillsoilmoisturecontrol,virtualshopandcompactionparameters,suchasnumber.2,undergroundandabove-groundpipelinesshouldbefoundoutbeforeconstructionobstacles,requirementsshallinaccordancewiththeconstructionplan,theconstructionofabovegroundandundergroundobstacleclearanceinthere
8、gionanddealt浙江海天建设集团有限公司101银仁·御墅花园项目专项施工方案一、大横杆的计算36二、
