中辰电缆高大模板专项施工方案

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1、江苏中辰电缆有限公司橡缆车间高大模板专项施工方案编制：审核：批准：江苏恒丰建设有限公司2011年10月31日124目录第一部分方案编制说明与要求··········································3第一节编制依据··························································3第二节工程概况··························································3第三节支模基础要求····································

2、··················3第四节方案选择·························································4第五节高支模结构设计与构造要求··········································4第六节材料质量控制······················································7第七节高支模板体系的施工搭设（安装）···································7第八节砼浇筑注意事项······················

3、····························9第九节高大模板及支架体系的拆除·········································10第十节安全施工技术措施124··················································12第一节预防坍塌事故的安全技术措施······································13第二节预防高空坠落事故安全技术措施····································15第三节监测措施·····················

4、···································16第四节应急预案························································17第二部分模板及支架计算书······································25计算书1240x400mm梁模板计算书··········································25计算书2240x600mm梁模板计算书··········································41计算书3240x770m

5、m梁模板计算书··········································58计算书4400x900mm梁模板计算书··········································74计算书5400x1150mm梁模板计算书·········································94计算书6板模板计算书··················································114第三部分施工图（附图）124······································

6、·122第一部分方案编制说明与要求第一节编制依据1、《建筑施工模板安全技术规范》JGJ162-20082、《建筑施工扣件式钢管脚手架安全技术规范》JGJ130-20013、《建筑结构荷载规范》（GB50009-2001）4、《混凝土结构工程施工质量验收规范》GB50204-20025、《钢结构设计规范》（GB50017-2003）6、《木结构设计规范》GB50005-20037、本工程结构施工图及施工组织设计第二节工程概况江苏中辰电缆有限公司橡缆车间，总建筑面积为22340m²，本车间伸缩缝西段三层主机楼（面积为13310m²），其结构体系为框架结构，层高自下而上为5.400m

7、、5.800m、5.800m；本车间伸缩缝东段为单层混凝土排架结构。三层主机楼的模板工程属于高支模工程，高支模区域概况如下：楼板厚度120mm(110mm,100mm)；梁的截面尺寸有：240*400（240*350,240*400参考240*400执行支模方案）;240*600（240*500，240*570参考240*600执行支模方案）;240*770（240*700,240*750参考124240*770执行支模方案）;400*900（350*800,400*700参考400*900