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承插型輪扣式支模專項(xiàng)施工組織設(shè)計(jì)方案-wenkub

2023-05-13 05:12:42 本頁面
 

【正文】 地下室、二至屋面樓層 400900mm 及以下等梁搭設(shè)方式 ...................................................15 120mm 及以下板搭設(shè)方式 .................................................................................................................15 160mm 板搭設(shè)方式 ...............................................................................................................................15 其他搭設(shè)要求 ........................................................................................................................................15 計(jì)算方式選擇依據(jù) ......................................................................................................................................16第四章: 計(jì)算書 ....................................................................................................................................................17 高度 米 400900MM 梁模板輪扣鋼管支撐架計(jì)算書 ..............................................................17 計(jì)算參數(shù) ...............................................................................................................................................17 模板面板計(jì)算 .....................................................................................................................................18 梁底支撐龍骨的計(jì)算 ........................................................................................................................19 梁底頂托梁計(jì)算 .................................................................................................................................21 立桿的穩(wěn)定性計(jì)算 ............................................................................................................................22 支撐體系鋼管立桿基礎(chǔ)為各層樓板受沖切承受能力計(jì)算 ...................................................24 支撐體系鋼管立桿基礎(chǔ)為各層樓板受壓承受能力計(jì)算 ........................................................26 高度 米 160MM 樓板輪扣鋼管高支撐架計(jì)算書 ........................................................................27 計(jì)算參數(shù) ...............................................................................................................................................27 模板面板計(jì)算 .....................................................................................................................................28 支撐龍骨的計(jì)算 .................................................................................................................................29 托梁的計(jì)算 ..........................................................................................................................................30 立桿的穩(wěn)定性計(jì)算荷載標(biāo)準(zhǔn)值 .....................................................................................................32 立桿的穩(wěn)定性計(jì)算 ............................................................................................................................32 支撐體系鋼管立桿基礎(chǔ)為地下室底板受沖切承受能力計(jì)算 ...............................................34 支撐體系鋼管立桿基礎(chǔ)為地下室底板受壓承受能力計(jì)算 ...................................................36 高度 米 120MM 樓板輪扣鋼管高支撐架計(jì)算書 .........................................................................37 計(jì)算參數(shù) ...............................................................................................................................................37 模板面板計(jì)算 .....................................................................................................................................38 支撐龍骨的計(jì)算 .................................................................................................................................39 托梁的計(jì)算 ..........................................................................................................................................40 立桿的穩(wěn)定性計(jì)算荷載標(biāo)準(zhǔn)值 .....................................................................................................42 立桿的穩(wěn)定性計(jì)算 ............................................................................................................................42 支撐體系鋼管立桿基礎(chǔ)為各層樓板受沖切承受能力計(jì)算 ......................................................44 支撐體系鋼管立桿基礎(chǔ)為各層樓板受壓承受能力計(jì)算 ..........................................................46 第五章: 施工準(zhǔn)備、計(jì)劃 ..................................................................................................................................47 施工準(zhǔn)備和計(jì)劃 ..........................................................................................................................................47 施工前準(zhǔn)備 ..........................................................................................................................................47 施工進(jìn)度計(jì)劃 .....................................................................................................................................47 技術(shù)交底 ...............................................................................................................................................47 物質(zhì)準(zhǔn)備和計(jì)劃 ..........................................................................................................................................49 材料和設(shè)備準(zhǔn)備 .................................................................................................................................49 材料和設(shè)備計(jì)劃 .................................................................................................................................49 勞動(dòng)力準(zhǔn)備和計(jì)劃 ......................................................................................................................................50 勞動(dòng)力準(zhǔn)備 ..........................................................................................................................................50 勞動(dòng)力計(jì)劃備 .....................................................................................................................................51第六章: 支模施工管理措施 .............................................................................................................................52 管理組織機(jī)構(gòu)及管理職責(zé) .......
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