静压桩压、试桩方案说明

静压桩压、试桩方案说明

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时间:2018-12-21

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1、WORD格式整理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日专业资料值得拥有WORD格式整理目录一、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·································································81、质量管理目标····································专业资

4、料值得拥有WORD格式整理·····························82、技术保证措施·································································103、材料保证措施·······························································11五、安全文明施工、环境保护和消防措施··········································121、安全生产目标·············

5、··················································122、安全生产保证体系·························································123、安全施工措施································································124、文明施工、环境保护措施·················································135、消防措施·········

6、·····························································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·················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专业资料值得拥有WORD格式整理九、夏季、雨季、夜晚施工措施····························

7、···························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·····················21专业资料值得拥有WORD格式整理一、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,

8、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。单桩承载力应通过单桩竖向静

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