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时间:2018-11-27
《箱涵工程模板和支架专项施工组织方案》由会员上传分享,免费在线阅读,更多相关内容在工程资料-天天文库。
1、WORD格式整理*******路工程现浇箱涵工程模板与支架专项施工方案专业知识分享WORD格式整理目录一、工程概况············································································································3二、施工组织和管理机构························································································3三、箱涵涵身施工工艺流程·········
2、···········································································4四、施工进度计划····································································································5五、箱涵涵身施工要点····························································································
3、5六、扣件钢管顶板模板支架计算············································································6七、腹板(墙)模板计算························································································7八、施工技术要求·······················································································
4、·············7九、安全管理专业知识分享WORD格式整理···········································································································12十、确保工程质量的措施·······················································································15十一、文明施工·····································
5、··································································16十二、预防伤害安全生产事故应急救援预案························································17十三、附件················································································································23附件1····················
6、·····································································································23附件2·························································································································29附件3·······················································
7、··································································35专业知识分享WORD格式整理一、工程概况*********工程程共有箱涵1座,本箱涵为4.0×4.0m双孔箱涵,中心里程桩号K0+550,箱涵中心线与设计混合车道中心线正交,涵长16.6m。采用整体式钢筋混凝土涵身,扶壁式挡土墙翼墙。箱涵净孔尺寸为4.0×4.0m,箱涵宽9.2m,长13.2m。顶板厚40cm,底板厚40cm,中腹板厚40cm,边腹板厚40cm,涵身为现浇C30混凝土。底板下缘浇注10cmC15混凝土
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