新桥道口安装整体道口板施工组织设计.docx

新桥道口安装整体道口板施工组织设计
新桥道口安装整体道口板
施工组织设计
永煤公司铁路运输处
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目录
1 工程施工模式·········································································2 2安装整体道口板工程施工方案···············································2
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整体道口板施工··································································
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、机具等摆放位置·························································7
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3、施工安全措施·······································································10
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·····················································11 4施工所需机具、材料·····························································12
、工器具······························································12
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1 工程施工模式
,位于新桥矿铁路专用线DK6+,现为木枕式橡胶道口板铺面,公路路面宽度12米,公路与铁路为平交,平交道口宽度为12米,由于过往车辆多为拉煤车,载重量大,造成道口铺面板损坏、道口线路病害严重,危极行车安全,为了修复永涡道口破损路面,恢复道口良好状态,保证铁路行车安全,计划对该平交道口铺面进行整体式改造,由铁运处组织施工。
,计划采用购进的钢筋混凝土整体道口板和底板,现场吊装铺设,整体道口板①,宽3米,需4块;②长度为2米/块,宽3米,需1块,合计12米,底板共预制12米,,底板下部用半干混凝土压实找平。道口两侧预埋热熔管,具体数量和位置由电务段确定。
2安装整体道口板工程施工方案

施工组织领导小组
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组长:张磊
施工负责人:郑伟
成员:任洪俊李永泉夏飞李亚峰
徐强李汉强杜国昌孟红光
责任分工: