武汉市二环线跨汉西车站高架桥工程挂篮施工专项方案编写：审核：批准：中铁七局武汉公司汉西车站高架桥项目经理部2010年10月目录---本文来源于网络，仅供参考，勿照抄，如有侵权请联系删除---1．工程概况.........................................................................................31.1．工程概况........................................................................................31.2．工程数量表....................................................................................32．施工组织.........................................................................................42.1.施工准备.........................................................................................42.2.项目机构.........................................................................................42.3.协作队伍.........................................................................................52.4.机械设备组织..................................................................................53．悬臂灌注施工方---本文来源于网络，仅供参考，勿照抄，如有侵权请联系删除---法...........................................................................63.1．0#梁段灌注施工工艺......................................................................63.2．对称悬浇施工.................................................................................83.3.边跨现浇段施工............................................................................193.4.合龙段施工及体系转换.................................................................193.5.线形控制.......................................................................................214．质量保证措施................................................................................235．安全保证措施................................................................................245.1．安全目标......................................................................................245.2．安全管理机构...............................................................................24---本文来源于网络，仅供参考，勿照抄，如有侵权请联系删除---5.3．安全保证措施...............................................................................246.施工现场文明施工保证措施..............................................................30附：武汉市二环线跨京广铁路汉西车站高架桥挂篮结构设计图1.计算说明.........................................................................................321.1.计算依据.......................................................................................321.2．工程概况....................................................................................321.3.挂篮概况.......................................................................................352.挂篮结构计算..................................................................................---本文来源于网络，仅供参考，勿照抄，如有侵权请联系删除---372.1.横向[8槽钢受力（槽钢间距30cm）.............................................382.2.纵向工字钢受力............................................................................392.3.下横梁计算模型..............................................................................422.4.吊杆计算.......................................................................................432.5.上横梁计算模型.......