目录TOC\o"1-3"\h\z\uHYPERLINK\l"_Toc3865061"1编制依据PAGEREF_Toc3865061\h3HYPERLINK\l"_Toc3865062"1.1编制依据PAGEREF_Toc3865062\h3HYPERLINK\l"_Toc3865063"1.2采用的规范及标准PAGEREF_Toc3865063\h3HYPERLINK\l"_Toc3865064"2工程概况PAGEREF_Toc3865064\h4HYPERLINK\l"_Toc3865065"2.1工程概况PAGEREF_Toc3865065\h4HYPERLINK\l"_Toc3865066"2.2自然地形地貌特征PAGEREF_Toc3865066\h4HYPERLINK\l"_Toc3865067"2.3气象、水文、地质特征PAGEREF_Toc3865067\h5HYPERLINK\l"_Toc3865068"2.4主要工程数量（每联）PAGEREF_Toc3865068\h5HYPERLINK\l"_Toc3865069"3施工方法及工艺PAGEREF_Toc3865069\h6HYPERLINK\l"_Toc3865070"3.1支架施工PAGEREF_Toc3865070\h7HYPERLINK\l"_Toc3865071"3.2安装支座PAGEREF_Toc3865071\h8HYPERLINK\l"_Toc3865072"3.3支架堆载预压PAGEREF_Toc3865072\h9HYPERLINK\l"_Toc3865073"3.4铺设底模PAGEREF_Toc3865073\h10HYPERLINK\l"_Toc3865074"3.5侧模安装PAGEREF_Toc3865074\h11HYPERLINK\l"_Toc3865075"3.6梁体芯模PAGEREF_Toc3865075\h11HYPERLINK\l"_Toc3865076"3.7梁体钢筋PAGEREF_Toc3865076\h12HYPERLINK\l"_Toc3865077"3.8梁体混凝土PAGEREF_Toc3865077\h12HYPERLINK\l"_Toc3865078"3.9混凝土拆模、养护PAGEREF_Toc3865078\h14HYPERLINK\l"_Toc3865079"4预应力施工PAGEREF_Toc3865079\h15HYPERLINK\l"_Toc3865080"4.1设计要求情况简介PAGEREF_Toc3865080\h15HYPERLINK\l"_Toc3865081"4.2钢绞线下料及穿束PAGEREF_Toc3865081\h15HYPERLINK\l"_Toc3865082"4.3预应力筋张拉、锚固PAGEREF_Toc3865082\h16HYPERLINK\l"_Toc3865083"4.4孔道压浆、封端PAGEREF_Toc3865083\h18HYPERLINK\l"_Toc3865084"4.5混凝土封端PAGEREF_Toc3865084\h22HYPERLINK\l"_Toc3865085"5质量要求PAGEREF_Toc3865085\h22HYPERLINK\l"_Toc3865086"5.1支架PAGEREF_Toc3865086\h22HYPERLINK\l"_Toc3865087"5.2模板及钢筋PAGEREF_Toc3865087\h23HYPERLINK\l"_Toc3865088"5.3梁体混凝土PAGEREF_Toc3865088\h24HYPERLINK\l"_Toc3865089"6施工队伍部署PAGEREF_Toc3865089\h25HYPERLINK\l"_Toc3865090"6.1劳力使用计划PAGEREF_Toc3865090\h26HYPERLINK\l"_Toc3865091"6.2机械设备计划PAGEREF_Toc3865091\h26HYPERLINK\l"_Toc3865092"7、质量、安全保证措施PAGEREF_Toc3865092\