箱涵工程模板与支架专项施工实施方案2013

箱涵工程模板与支架专项施工实施方案2013

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时间:2019-11-19

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1、*******路工程现浇箱涵工程模板与支架专项施工方案-37-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···········································································································12-37-十、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·····················································································

6、···························23附件1·························································································································23附件2·················································································································

7、········29附件3·························································································································35-37-一、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.

8、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碎石垫层。项目经理项目副经理项目技术负责人测量工程师材料

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