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1、現(xiàn)代南匯花苑模板專項(xiàng)施工方案第一章計(jì)算書KL-M-a((7-6)-(7-12)/(7-M))梁模板（扣件式，梁板立柱共用）計(jì)算書一、工程概況.................................................3二、模板支撐體系設(shè)計(jì).........................................3三、荷載設(shè)計(jì).................................................5四、模板驗(yàn)算..................................
2、...............7五、次楞驗(yàn)算.................................................8六、主楞(橫向水平鋼管)驗(yàn)算..................................10七、縱向水平鋼管驗(yàn)算........................................12八、扣件抗滑驗(yàn)算............................................14九、模板支架整體高寬比驗(yàn)算...........................
3、.......14十、立桿驗(yàn)算................................................14KL-M-a((7-6)-(7-12)/(7-M))梁側(cè)模板計(jì)算書一、工程屬性...............................................17二、荷載組合................................................18三、支撐體系設(shè)計(jì)............................................19四、模板驗(yàn)
4、算................................................20五、次楞驗(yàn)算................................................21第72頁(yè)歌山建設(shè)集團(tuán)有限公司現(xiàn)代南匯花苑模板專項(xiàng)施工方案六、主楞驗(yàn)算................................................23七、對(duì)拉螺栓驗(yàn)算............................................25一、XB2((7-6)-(7-7)/(7-F)
5、-(7-G))板模板（扣件式）計(jì)算書一、工程概況................................................25二、模板支撐體系設(shè)計(jì).......................................26三、荷載設(shè)計(jì)...............................................28四、模板驗(yàn)算...............................................29五、次楞驗(yàn)算...........................
6、....................31六、主楞(橫向水平鋼管)驗(yàn)算.................................32七、立桿驗(yàn)算...............................................36TWQ240((7-2)-(7-3)/(7-B))墻模板（支撐不等間距）計(jì)算書一、工程屬性...............................................39二、支撐構(gòu)造..........................................
7、......39三、荷載組合................................................41四、面板驗(yàn)算................................................42五、小梁驗(yàn)算................................................43六、主梁驗(yàn)算................................................46七、對(duì)拉螺栓驗(yàn)算............................
8、................49第72頁(yè)歌山建設(shè)集團(tuán)有限公司現(xiàn)代南匯花苑模板專項(xiàng)施工方案KZ3((7-12)/(7-K))柱模板（支撐不等間距）計(jì)算書一、工程屬性.........................................
