文档介绍：目 录
第一章、工程概况················································3
一、工程概况···················································3
二、主要架设任务及对铁路运输的影响·····························3
三、主要施工方法及封锁点的申报·································3
第二章、施工人员组织···········································4
第三章、架梁设备················································5
一、架桥机主要技术参数··········································5
二、架桥机的结构与功能·········································6、7
第四章、主要施工方法说明······································7
一、施工准备···················································7
二、架桥机的拼装···············································8
三、架桥机过孔·················································8、9
四、架桥机就位后的控制和调整···································10
五、喂梁·······················································10
六、架梁·······················································10、11
第五章、质量保证措施··········································11
第六章、安全保证措施··········································12
一、、安全管理·················································12、13
二、各工序安全控制措施·································13、14、15、16
三、安全预案及应急措施········································17、18
第七章、有关附图共6张······································18
一、架桥机结构示意图（图0）
二、过轨前架桥机位置图（图1）
三、架桥机过轨示意图（图1、2、3、4）
四、架桥机架梁前位置图（图4）
五、架桥机过轨抗倾覆受力分析图（图5）
第一章：工程概况
一、工程概况
该工程为沪宁高速公路两侧拓宽工程，沪杭铁路跨线桥段跨越南新线站南端3-4股铁路线，斜交角度为31度。南侧跨越铁路段新建桥梁跨径组合为30m+55m+30m,北侧与南侧主跨一致。55米T梁分别位于既有沪宁高速公路的的两侧，南侧新建桥里程为K15+-K15+，北侧为K15+-K15+，上跨沪杭铁路里程为 不详 。55米T梁位于既有沪宁高速的南侧墩为Pmn25#-Pmn26#，北侧为Pms25#-Pms26#。，%，横坡为单面坡2%。
本工程建设单位：
设计单位：上海市政工程设计研究总院
监理单位：西南交大监理公司
总承包单位：中铁二十四局集团
施工单位：江苏雷威建设工程有限公司
二、主要架设任务及对铁路运输的影响
需架设的两跨55米T梁分别位于既有桥的南、北两侧，架桥机需分两次组装、封锁、架设，每次组装、封锁、架设施工方案相同。本次架梁施工方案按一次架设组织。
每次架梁的工作量为：6片T梁，共12片。
梁技术参数：
边梁重约220T，中梁重约218T；
架设时需同时封锁桥下所有铁路线路，架桥机整机过孔需封锁3次、6片T梁架设6次，半幅桥架梁共需和车站、工务、电气化等部门配合封锁线路9次。
三、主要施工方法及封锁点的申