现代南汇花苑模板专项施工方案

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1、现代南汇花苑模板专项施工方案第一章计算书KL-M-a((7-6)-(7-12)/(7-M))梁模板（扣件式，梁板立柱共用）计算书一、工程概况.................................................3二、模板支撑体系设计.........................................3三、荷载设计.................................................5四、模板验算...................................

2、..............7五、次楞验算.................................................8六、主楞(横向水平钢管)验算..................................10七、纵向水平钢管验算........................................12八、扣件抗滑验算............................................14九、模板支架整体高宽比验算.............................

3、.....14十、立杆验算................................................14KL-M-a((7-6)-(7-12)/(7-M))梁侧模板计算书一、工程属性...............................................17二、荷载组合................................................18三、支撑体系设计............................................19四、模板验算..

4、..............................................20五、次楞验算................................................21第72页歌山建设集团有限公司现代南汇花苑模板专项施工方案六、主楞验算................................................23七、对拉螺栓验算............................................25一、XB2((7-6)-(7-7)/(7-F)-(7-

5、G))板模板（扣件式）计算书一、工程概况................................................25二、模板支撑体系设计.......................................26三、荷载设计...............................................28四、模板验算...............................................29五、次楞验算................................

6、...............31六、主楞(横向水平钢管)验算.................................32七、立杆验算...............................................36TWQ240((7-2)-(7-3)/(7-B))墙模板（支撑不等间距）计算书一、工程属性...............................................39二、支撑构造................................................

7、39三、荷载组合................................................41四、面板验算................................................42五、小梁验算................................................43六、主梁验算................................................46七、对拉螺栓验算...................................

8、.........49第72页歌山建设集团有限公司现代南汇花苑模板专项施工方案KZ3((7-12)/(7-K))柱模板（支撑不等间距）计算书一、工程属性.........................................