《钢结构安装方案》word版

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1、CSPCNANHAILOPPROJIECTCONTRACTORJOBNO.0-2700-20METHODSTATEMENTCONTRACTORDOCNO.S-B00-3130-2001MS-MC2-ELE-0005Rev12Page29of29目录Contents1.定义DEFINITION2.工程概况PROJETGENERAL3.编制依据和要求REFERENCEDOCUMENT4.施工程序REFERENCEDOCUMENT5.安装方法ERECTIONMETHOD1)准备工作　PREPARATIONOFWORK2)基础及材料验收FOUNDATIONANDMATER

2、IALACCEPTANCE3)钢结构的安装STEELSTRUCYUREERECTION4)钢结构找正ALIGNMENTOFSTEELSTRUCTURE5)螺栓紧固TITHINGOFBOLTS6)非收缩性灌浆NON-SJHINKGROUTING7)钢结构焊接STEELSTRUCTUREWELDING8)补漆TOUCH-UPPAINTING9)质量保证措施QUALITYASSURANCEMEASURES6吊装方法LIFTINGSTUDY7.工具和重型设备Tools&Heavyequipment10.安全风险分析RISKASSESSMENTFILE:MSForSteel

3、StructureErectionPlanCSPCNANHAILOPPROJIECTCONTRACTORJOBNO.0-2700-20METHODSTATEMENTCONTRACTORDOCNO.S-B00-3130-2001MS-MC2-ELE-0005Rev12Page29of29钢结构安装方案METHODSTATEMENTFORSTEELSTRUCTUREERECTION1定义DEFINITION此方案仅限于B10、B20区域钢结构安装，包括管廊、压缩机厂房、设备结构、设备平台和复杂的钢结构。Thismethodstatementisapplicablefo

4、rallsteelstructureerectionwithinareaB10andB20,includemainpiperack、compressorshelter、equipmentstructure、equipmentplatformandmiscellaneoussteelstructure.2工程概况PROJECTGENERAL1〕钢结构总重约2300吨Thetotalweightsofsteelstructureareabout2,300tons2〕结构的连接型式采用高强螺栓Thesteelstructurebeassembledbyhighstres

5、sbolt.3〕钢结构的预制由JGC委托加工成半成品构件，分类编号并试拼装后，运往安装现场交付安装.JGCentrustedthatFabricationofsteelstructureshouldbesemifinishedproducts,transporttoinstallationsiteforinstallationafterclassified,numberedandtrialassemble.3编制依据和要求PreparationReference&Instruction1〕钢结构图纸说明StructuralSteelConstructionSpec

6、ification2〕《钢结构工程施工及验收规范》（GB50205-2001）Codeforacceptanceofconstructionqualityofsteelstructures3〕《钢结构高强度螺栓连接的设计施工及验收规范》（JGJ-82）FILE:MSForSteelStructureErectionPlanCSPCNANHAILOPPROJIECTCONTRACTORJOBNO.0-2700-20METHODSTATEMENTCONTRACTORDOCNO.S-B00-3130-2001MS-MC2-ELE-0005Rev12Page29of29S

7、pecificationofdesign,constructionandacceptanceforhigh-strengthboltconnectionofsteelstructure4〕Constructionspecificationforsteelstructure-siteerectionS-000-1643-00015〕Scopeoftest＆inspectionandreportsteelstructureerectionS-000-1540-03016〕LadderinspectionprocedureS-000-1654-00197〕Specifi

8、catio