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特殊地层下人工挖孔桩施工方法
引用本文:孙彦. 特殊地层下人工挖孔桩施工方法[J]. 徐州工程学院学报, 2007, 22(4): 70-72
作者姓名:孙彦
作者单位:徐州工程学院,江苏,徐州,221008
摘    要:人工挖孔桩穿过特殊地层时,往往是施工难度增大,工程进度受到影响,甚至会产生安全隐患,故而结合工程实例,分析了桩基施工过程中所出现的问题,提出了具体施工处理方法.工程实践证明,合理混合使用人工挖孔桩和冲击成孔灌注桩两种施工方法,缩短了工期,减少了基础的工程费用.

关 键 词:岩溶地基  地下水  冲击钻孔桩  人工挖孔桩
文章编号:1673-0704(2007)04-0070-03
修稿时间:2007-03-06

Construction Method of Manually-Drilled Pile in Special Stratum
SUN Yan. Construction Method of Manually-Drilled Pile in Special Stratum[J]. Journal of Xuzhou Istitute of Technology, 2007, 22(4): 70-72
Authors:SUN Yan
Affiliation:Xuzhou Institute of Technology, Xuzhou 221008, China
Abstract:When carrying out manually-drilling of pile holes,special stratum usually exerts an obstacle to construction,which will slow down the construction progress and even cause some potential dangers.Combined with example analysis of practical construction,this paper is to analyze the problems occurred in the construction process of pile foundation,and work out concrete solutions to practical construction.It has been proven through practice that the alternate use of the technique of both manually-drilling and percussion drilling is effective in shortening the construction process and saving construction cost on foundation.
Keywords:karst stratum foundation  groundwater  percussion drilled pile  manually-drilled pile
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