第一章编制依据、原则及目的...................................11.1编制依据................................................11.2编制目的................................................11.3编制原则................................................1第二章工程概况................................................32.1工程简介................................................32.2环境作用类别及作用等级..................................32.3地震动参数..............................................4第三章施工配置................................................43.1人员配置................................................43.2机械设备配置............................................43.3材料配置................................................53.3.1混凝土.............................................53.3.2预应力体系.........................................53.3.3钢筋...............................................53.3.4支座...............................................53.4施工计划................................................6第四章站台梁浇筑施工方案......................................74.1站台梁浇筑施工工艺......................................74.2施工准备................................................84.3钢管桩支墩搭设..........................................84.3.1钢管桩支墩搭设工艺.................................84.3.2地基处理..........................................114.3.3支架搭设..........................................114.3.4其他注意事项......................................124.3.5支架预压..........................................124.4支座安装...............................................134.5模板工程...............................................144.6钢筋及预应力管道施工...................................144.6.1钢筋制做及安装....................................144.6.2预应力管道........................................154.6.3预埋件的安装......................................174.7混凝土施工及养护.......................................174.7.1混凝土施工........................................174.7.2混凝土养护........................................184.8预应力施工.............................................184.8.1张拉准备工作......................................194.8.2张拉施工..........................................194.8.3孔道压浆..........................................204.8.4封锚..............................................224.9支架拆除...............................................22第五章施工安全保证措施.......................................235.1安全保证措施...........................................235.2质量保证措施...........................................255.3环水保保证措施.........................................275.4应急预案...............................................30第六章计算书及相关图纸.......................................32第一章编制依据、原则及目的1.1编制依据（1）中铁二院成兰铁路工程设计图纸（2）采用施工规范及标准：《铁路桥涵设计基本规范》及局部修订（TB10002.1-2005）《铁路桥涵钢筋混凝土及预应力混凝土结构设计规范》及局部修订（TB10002.3-2005）《铁路混凝土工程施工技术指南》（铁建设[2010]241号）《客货共线铁路桥涵工程施工技术指南》（TZ203-2008）《铁路混凝土工程施工质量验收标准》（TB10424-2010）《高速铁路桥涵工程施工质量验收标准》（TB10752-2010）《混凝土结构加固设计规范》（GB50367-2006）《钢结构设计规范》（GB50017-2003）《建筑钢结构焊接技术规程》（JGJ81-2002）《钢...
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