现浇箱涵工程模板与支架专项施工方案.doc

《现浇箱涵工程模板与支架专项施工方案.doc》由会员上传分享，免费在线阅读，更多相关内容在应用文档-天天文库。

1、蒙城县2014年“两区”二期道排项目施工现浇箱涵工程模板与支架专项施工方案编制人：审核人：审批人：编制单位：山西建筑工程（集团）总公司蒙城2014年“两区”二期道排项目施工项目部编制时间：二零一四年十月三十一word资料目录一、工程概况············································································································3二、施工组织和管理机构·····························

2、···························································3三、箱涵涵身施工工艺流程····················································································4四、施工进度计划····································································································5五

3、、箱涵涵身施工要点····························································································5六、扣件钢管顶板模板支架计算············································································6七、腹板（墙）模板计算·······························································

4、·························7八、施工技术要求····································································································7九、安全管理···········································································································12十、确保工程质量的措施······

5、·················································································15word资料十一、文明施工·······································································································16十二、预防伤害安全生产事故应急救援预案···············································

6、·········17十三、附件················································································································23附件1·························································································································23附件2········

7、·················································································································29附件3·························································································································35一、工程概况蒙城县2104年“两区”二期道排项目施工

8、工程共有箱涵一座，为纬一路马沟涵，本箱涵为4.0X2.5m的三孔箱涵，中心桩号为K0+610，箱涵中心线为道路中心线交角为86.136°，涵长13.95m，采用整体式钢筋混凝土涵身，扶壁式挡土墙翼墙，单箱涵净宽4.0米，净高2.5米，顶板厚度34cm，腹板厚3.