【正文】 模板工程安全專項(xiàng)施工方案目 錄第一節(jié) 編制依據(jù) ............................................................................1 施工圖紙 ...........................................................................................1 施工組織設(shè)計(jì)及相關(guān)方案 ...............................................................1 主要規(guī)范、規(guī)程、標(biāo)準(zhǔn) ...................................................................1 主要法律、法規(guī) ...............................................................................2第二節(jié) 工程概況 ............................................................................2 總體概況 ..........................................................................................2 工程項(xiàng)目基本情況 ...........................................................................2 設(shè)計(jì)概況 ...........................................................................................3 高大模板支撐架概況 .......................................................................3 大梁（大集中線荷載）的特點(diǎn)及施工關(guān)鍵 ...................................9第三節(jié) 施工準(zhǔn)備及施工進(jìn)度計(jì)劃 ..............................................10 施工進(jìn)度計(jì)劃 .................................................................................10 技術(shù)準(zhǔn)備： .....................................................................................10 施工部署及人員準(zhǔn)備 .....................................................................10 材料要求 .........................................................................................12 鋼管 ...................................................................................................12 扣件 ...................................................................................................12 腳手板 ...............................................................................................12 安全網(wǎng) ...............................................................................................13 可調(diào)試 U 型托 ..................................................................................13 木方 ...................................................................................................13【8 號(hào)槽鋼】 .....................................................................................13第四節(jié) 施工工藝技術(shù) ..................................................................14 模板支撐基礎(chǔ) .................................................................................14 材料的力學(xué)性能指標(biāo) .....................................................................14 搭設(shè)參數(shù) .........................................................................................15 構(gòu)造設(shè)置 .........................................................................................15 施工工藝 .........................................................................................16 檢查、驗(yàn)收 .....................................................................................18 材料檢查 ...........................................................................................18 新疆通信管理局通信管理綜合樓工程 扣件緊固力矩檢查 ...........................................................................20 其他檢查 ...........................................................................................20 模板支架過程檢查 ...........................................................................21 混凝土澆 筑施工方法 .....................................................................21 混凝土澆筑和振搗要求 ..............................................................22第五節(jié) 施工安全保證措施 ..........................................................2組織保障 ......................................................................................2技術(shù)措施 ......................................................................................2模板架體搭設(shè)和拆除施工危險(xiǎn)源分析、評(píng)估及控制措施 ......2監(jiān)測(cè)措施 ......................................................................................應(yīng)急預(yù)案（具體執(zhí)行本工程專項(xiàng)應(yīng)急預(yù)案） ..........................3模版工程重大危險(xiǎn)源辨識(shí)與控制 ..............................................3保障措施 ......................................................................................4防止高空墜落及墜物安全施工措施 ..........................................47第六節(jié) 勞動(dòng)力計(jì)劃與主要機(jī)具 ..................................................5專職安全生產(chǎn)管理人員 ..............................................................5所需勞動(dòng)力安排 ..........................................................................5主要機(jī)具 ......................................................................................54第七節(jié) 計(jì)算書及相關(guān)圖 ..............................................................5地下頂板厚為 350MM .................................................................54 參數(shù)信息 ...........................................................................................55 模板面板計(jì)算 ...................................................................................56 模板支撐方木的計(jì)算 .......................................................................58 木方支撐鋼管計(jì)算 ...........................................................................59 扣件抗滑移的計(jì)算 ...........................................................................61 模板支架立桿荷載設(shè)計(jì)值(軸力) .....................................................61 立桿的穩(wěn)定性計(jì)算 ...........................................................................61 立桿的地基承載力計(jì)算 ...................................................................63 梁和樓板模板高支撐架的構(gòu)造和施工要求[工程經(jīng)驗(yàn)] .................64 地下室梁模板 .................................................................................65 參數(shù)信息 ...........................................................................................66 梁側(cè)模板荷載計(jì)算 ...........................................................................68 梁側(cè)模板面板的計(jì)算 .......................................................................68 梁側(cè)模板支撐的計(jì)算 .......................................................................70 模板工程安全專項(xiàng)施工方案 梁底模板計(jì)算 ...................................................................................74 梁底支撐的計(jì)算 ...........................