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参考学习
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
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
2.1整体道口板施工人员组织···················································2
2.2整体道口板施工布置平面图···············································3
2.3 整体道口板施工··································································3
2.4施工前准备工作···································································3
2.4.1作业准备···········································································4
2.4.2技术准备···········································································5
2.5材料、机具等摆放位置·························································7
2.6整体道口板铺设纵断面图···················································8
2.7整体道口板铺设施工流程···················································9
2.8铁路验收开通·····································································10
3、施工安全措施·······································································10
3.1铁路方向安全防护·····························································10
3.2公路方向安全防护措施·····················································11
3.3施工现场安全防护措施·····················································11
4施工所需机具、材料·····························································12
4.1所需机具、工器具······························································12
4.2修所需材料··········································································13
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
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
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