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ID:11839434
大小:384.73 KB
页数:72页
时间:2018-07-14
《现代南汇花苑模板专项施工方案》由会员上传分享,免费在线阅读,更多相关内容在教育资源-天天文库。
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
4、算................................................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)
5、-(7-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.........................................
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