欢迎来到天天文库
浏览记录
ID:47830381
大小:184.50 KB
页数:50页
时间:2020-01-17
《箱涵工程模板和支架专项工程施工设计方案2013》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、范文范例参考*******路工程现浇箱涵工程模板与支架专项施工方案完美Word格式整理版范文范例参考目录一、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····························································································5六、扣件钢管顶板模板支架计算········
3、····································································6七、腹板(墙)模板计算························································································7八、施工技术要求····································································································7九、安全管理···············
4、····························································································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·························································································································35完美Word格式整理版范文范例参考
7、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混凝土垫层,其下为10cm
此文档下载收益归作者所有