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上海世博园区内某新建VIP浮码头结构钻孔灌注桩施工技术
引用本文:任敏,陆旭峰,李宁,张造杨.上海世博园区内某新建VIP浮码头结构钻孔灌注桩施工技术[J].工程建设与设计,2011(11):134-137,140.
作者姓名:任敏  陆旭峰  李宁  张造杨
作者单位:1. 中交上海三航科学研究院有限公司,上海,200122
2. 上海申航基础工程有限公司,上海,200032
摘    要:介绍了世博园内某钻孔灌注桩的施工工艺、各阶段的质量控制措施;对施工过程中出现的地下障碍物问题提出了相应的解决措施,并对改造后的结构进行了承载力安全性验证、分析.结果证明:改进后的结构整体安全性良好,可满足原设计要求.

关 键 词:钻孔灌注桩  质量控制  承载力

Construction Technology of Cast-in-situ Bored Pile for a Newly-built Pontoon in Shanghai World Expo Garden
REN Min , LU Xu-feng , LI Ning , ZHANG Zao-yang.Construction Technology of Cast-in-situ Bored Pile for a Newly-built Pontoon in Shanghai World Expo Garden[J].Construction & Design for Project,2011(11):134-137,140.
Authors:REN Min  LU Xu-feng  LI Ning  ZHANG Zao-yang
Affiliation:REN Min1,LU Xu-feng1,LI Ning2,ZHANG Zao-yang2(1.Shanghai Harbor Engineering Design & Research Institute Co.,Ltd.,Shanghai 200032,Chian,2.Shanghai Shenhang Foundation Engineering Co.,China)
Abstract:Take a newly-built pontoon of shanghai world expo garden as example,introduced the construction technology of cast-in-situ bored piles,quality control measures in different stage as well.More importantly,proposed solutions according to underground barriers from the scene,bearing capacity shows that: the whole building behaves well in safety performance,which will meet the requirement of original design.
Keywords:cast-in-situ bored pile  quality control  bearing capacity  
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