静压桩压、试桩方案

《静压桩压、试桩方案》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格式可编辑徐州港徐州港区顺堤河作业区煤炭码头一期工程（FJ-2）综合办公楼、公寓楼静压桩压、试桩施工方案编制人：审核人：江苏兴港建设集团有限公司徐州港顺堤河作业区煤炭码头一期工程2012年2月22日专业知识整理分享WORD格式可编辑目录一、总体概述··············································································1二、施工现场平面布置图·······································

2、························3三、施工进度计划表和进度保证措施················································3四、各分部分项施工方案及质量保证措施·········································4（一）施工方案···········································································41、施工准备工作················

3、·················································42、施工工艺及施工步骤方法··················································53、施工注意事项·································································7（二）质量保证措施····························································

4、·····81、质量管理目标····································专业知识整理分享WORD格式可编辑·····························82、技术保证措施·································································103、材料保证措施·······························································11五、安全文明施工、环境保

5、护和消防措施··········································121、安全生产目标·······························································122、安全生产保证体系·························································123、安全施工措施·························································

6、·······124、文明施工、环境保护措施·················································135、消防措施······································································13六、项目管理班子人员配备情况······················································13七、劳动力、施工机械设备及材料的投入计划和进退场计划··········

7、·······14八、关键施工技术、工艺及工程项目实施的重点、难点和解决方案·······15专业知识整理分享WORD格式可编辑九、夏季、雨季、夜晚施工措施·······················································16十、保证工期措施·········································································18十一、地下、地上管线及其他设施加固、保护等特殊措施··············

8、·······21专业知识整理分享WORD格式可编辑一、总体概述㈠、工程概况：拟建徐州港徐州港区作业区煤炭码头一期工程综合办公楼、公寓楼，该工程试桩施工由中交水运规划设计院有限公司设计。设计采用预应力管桩处理地基，试桩桩采用PHC预应力混凝土管桩，桩型为PHC500AB125—22a和PHC500AB125-25a。桩端全截面进入持力层粘土⑤2层不小于1米，预应力管桩大约8000米。单桩承载力应通过