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时间:2020-05-25
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1、xxxxx工程现浇箱涵工程围堰与基坑开挖专项施工方案目录一、工程概况·····································································································3二、施工组织和管理机构·················································································4三、围堰与基坑开挖施工工艺流程························
2、·········································4四、施工进度计划·····························································································5五、围堰与基坑开挖施工要点·········································································5六、土围堰设计计算····························
3、·····························································8七、基坑边坡稳定设计计算·············································································8八、安全保证措施·····························································································8九、质量保证措施······
4、·······················································································10十、文明施工措施·····························································································11十一、预防伤害安全生产事故应急救援预案·················································12十二、附件·
5、········································································································17附件1··················································································································17附件2········································
6、··········································································20附件3··················································································································23附件4······································································
7、············································24附件5··················································································································25一、工程概况Xxxxxx工程共有箱涵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
8、尺寸为4.0×4.0m,箱涵宽9.2m,长16.6m。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碎石垫层。箱涵外侧(东侧)设置水平开启的闸门,闸门
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