新桥道口安装整体道口板工程施工组织设计方案

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1、...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参考学习...目录1工程施工模式·········································································22安装整体道口板工程施工方案···············································22.1整体道口板施工人员组织···················································22.2整体道口板施工布

2、置平面图···············································32.3整体道口板施工··································································32.4施工前准备工作···································································32.4.1作业准备··········································

3、·································42.4.2技术准备···········································································52.5材料、机具等摆放位置·························································7参考学习...2.6整体道口板铺设纵断面图···············································

4、····82.7整体道口板铺设施工流程···················································92.8铁路验收开通·····································································103、施工安全措施·······································································103.1铁路方向安全防护···············

5、··············································103.2公路方向安全防护措施·····················································113.3施工现场安全防护措施·····················································114施工所需机具、材料·····························································124

6、.1所需机具、工器具······························································124.2修所需材料··········································································13参考学习...新桥道口安装整体道口板施工组织设计1工程施工模式1.1新桥道口属于新桥矿地销公路道口，位于新桥矿铁路专用线DK6+273.4处，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

7、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。1.2新桥道口为50kg/m钢轨线路，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长度为2.5米/块，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，使铁路方向整体道口板下部两侧各伸出0.2米，底板下部用半干混凝土压实找平。道口两

8、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2.1整体道口板施工人员组织施工组织领导小组参考学习...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：张磊：负责施工管理与协调工作；郑伟：全面负责施工现场管理工作；任洪俊：负责施工安全管理工作；李永泉：负责施工技术全面管理工作；夏飞、徐强、李亚峰负责现场标高控制测量及水准桩定