超厚大体积混凝土及超重高支模专家论证施工方案

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1、株洲南车时代电气机股份有限公司电子直线加速器厂房工程大体积混凝土超厚楼板支模施工方案湖南省第六工程有限公司电子直线加速器厂房工程项目经理部二○一三年十一月105目录第一章编制说明··············································04第一节编制说明······································04第二节编制依据······································05第二章工程概况·································

2、·············07第一节工程主要情况··································07第二节设计简介······································09第三节工程施工条件··································13第三章专项工程设计··········································14第一节模板及支架选型································14第二节材料选择···············

3、·······················15第三节105模板及支撑配设································17第四节模板及支撑强度、刚度及稳定性验算···············20第四章施工安排··············································22第一节专项施工目标··································22第二节专项施工流水段划分及工程施工顺序··············23第三节重点和难点的施工安排及主要管理和技术措施·····

4、·24第四节组织管理机构及岗位职责························28第五章施工进度计划··········································33第一节施工进度安排··································33第二节施工进度计划··································36第六章施工准备与资源配置计划································38第一节施工准备计划····························

5、······38105第二节资源配置计划··································41第七章施工方法及工艺要求····································43第一节施工方法及工艺要求····························43第二节重点说明······································55第八章质量、安全控制措施····································62第一节质量控制措施·················

6、·················62第二节安全管理措施··································65第九章应急救援措施··········································67第一节触电事故······································67第二节高空坠落与物体打击····························68第三节坍塌··········································69105第四节机械伤害······

7、································70第十章现场文明施工和材料节约措施····························71第一节现场文明施工措施······························71第二节现场材料节约措施······························72附件模板及支模系统计算书··································73第一节6轴～14轴交B轴～K轴区域超厚剪力墙··········73第二节6轴～14轴交B轴～K轴区域二层超厚梁板

8、·········81第三节6轴～14轴交B轴～K轴区域屋面层超厚梁板········91附图一首层支架位置平面图····································99附图二首层厚墙转