新建合肥至福州铁路安徽段站前五标段实施性施工组织设计新建合肥至福州铁路安徽段站前五标段乌溪河特大桥连续梁施工方案中交三航局合福铁路安徽段站前五标项目经理部中交三航局合福铁路安徽段站前五标项目经理部三分部目录TOC\o"1-3"\h\z\uHYPERLINK\l"_Toc322029407"1、编制目的、依据及原则PAGEREF_Toc322029407\h1HYPERLINK\l"_Toc322029408"1.1编制依据PAGEREF_Toc322029408\h1HYPERLINK\l"_Toc322029409"1.2编制原则PAGEREF_Toc322029409\h2HYPERLINK\l"_Toc322029410"2、工程概况PAGEREF_Toc322029410\h2HYPERLINK\l"_Toc322029411"3、施工总体安排PAGEREF_Toc322029411\h4HYPERLINK\l"_Toc322029412"3.1、施工准备PAGEREF_Toc322029412\h4HYPERLINK\l"_Toc322029413"3.2、施工平面布置PAGEREF_Toc322029413\h6HYPERLINK\l"_Toc322029414"3.3、施工用电规划PAGEREF_Toc322029414\h6HYPERLINK\l"_Toc322029415"3.4、施工进度计划PAGEREF_Toc322029415\h6HYPERLINK\l"_Toc322029416"3.5、连续梁主要施工过程及流程图PAGEREF_Toc322029416\h7HYPERLINK\l"_Toc322029417"3.6、连续梁施工测量控制PAGEREF_Toc322029417\h7HYPERLINK\l"_Toc322029418"4、0#段施工PAGEREF_Toc322029418\h9HYPERLINK\l"_Toc322029419"4.1、支座垫石PAGEREF_Toc322029419\h10HYPERLINK\l"_Toc322029420"4.2、临时固结措施PAGEREF_Toc322029420\h10HYPERLINK\l"_Toc322029421"4.30#段支架PAGEREF_Toc322029421\h13HYPERLINK\l"_Toc322029422"4.4、支座安装PAGEREF_Toc322029422\h17HYPERLINK\l"_Toc322029423"4.5、模板安装PAGEREF_Toc322029423\h18HYPERLINK\l"_Toc322029424"4.6、钢筋安装PAGEREF_Toc322029424\h18HYPERLINK\l"_Toc322029425"4.7、混凝土施工PAGEREF_Toc322029425\h19HYPERLINK\l"_Toc322029426"4.8、预应力张拉PAGEREF_Toc322029426\h22HYPERLINK\l"_Toc322029427"4.9、预应力真空压浆施工工艺PAGEREF_Toc322029427\h26HYPERLINK\l"_Toc322029428"5、悬浇段施工PAGEREF_Toc322029428\h29HYPERLINK\l"_Toc322029429"5.1、挂篮的组拼及检算PAGEREF_Toc322029429\h30HYPERLINK\l"_Toc322029430"5.2、三角挂篮加载试压PAGEREF_Toc322029430\h33HYPERLINK\l"_Toc322029431"5.3、调整底模板PAGEREF_Toc322029431\h35HYPERLINK\l"_Toc322029432"5.4、外模合拢PAGEREF_Toc322029432\h35HYPERLINK\l"_Toc322029433"5.5、绑扎底、腹板钢筋安装竖向预应力孔道PAGEREF_Toc322029433\h36HYPERLINK\l"_Toc322029434"5.6、内模安装PAGEREF_Toc32