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承插型輪扣式支模專項(xiàng)施工組織設(shè)計方案-文庫吧資料

2025-05-04 05:12本頁面
  

【正文】 ...........11 支模搭設(shè)注意重點(diǎn) ...............................................................................................................................11 支模施工條件 ...............................................................................................................................................12第三章: 支模設(shè)計方案 .......................................................................................................................................12 模板及支撐架的材料選擇 ........................................................................................................................12 高支模系統(tǒng)設(shè)計 ..........................................................................................................................................13 承插型輪扣式鋼管模板支撐架布置 ......................................................................................................13 模板支撐系統(tǒng)設(shè)置示意圖 ........................................................................................................................14 支模搭設(shè)說明 ...............................................................................................................................................15 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 計算方式選擇依據(jù) ......................................................................................................................................16第四章: 計算書 ....................................................................................................................................................17 高度 米 400900MM 梁模板輪扣鋼管支撐架計算書 ..............................................................17 計算參數(shù) ...............................................................................................................................................17 模板面板計算 .....................................................................................................................................18 梁底支撐龍骨的計算 ........................................................................................................................19 梁底頂托梁計算 .................................................................................................................................21 立桿的穩(wěn)定性計算 ............................................................................................................................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算 ........................................................26 高度 米 160MM 樓板輪扣鋼管高支撐架計算書 ........................................................................27 計算參數(shù) ...............................................................................................................................................27 模板面板計算 .....................................................................................................................................28 支撐龍骨的計算 .................................................................................................................................29 托梁的計算 ..........................................................................................................................................30 立桿的穩(wěn)定性計算荷載標(biāo)準(zhǔn)值 .....................................................................................................32 立桿的穩(wěn)定性計算 ............................................................................................................................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算 ...................................................36 高度 米 120MM 樓板輪扣鋼管高支撐架計算書 .........................................................................37 計算參數(shù) ...............................................................................................................................................37 模板面板計算 .....................................................................................................................................38 支撐龍骨的計算 .................................................................................................................................39 托梁的計算 ..........................................................................................................................................40 立桿的穩(wěn)定性計算荷載標(biāo)準(zhǔn)值 .....................................................................................................42 立桿的穩(wěn)定性計算 ............................................................................................................................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算 ..........................................................46 第五章: 施工準(zhǔn)備、計劃 ..................................................................................................................................47 施工準(zhǔn)備和計劃 ..........................................................................................................................................47 施工前準(zhǔn)備 ..........................................................................................................................................47 施工進(jìn)度計劃 .....................................................................................................................................47 技術(shù)交底 ........................
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