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砂性土地基中静压PHC管桩施工
引用本文:刘海涛,赵山.砂性土地基中静压PHC管桩施工[J].建筑技术,2012,43(3):204-206.
作者姓名:刘海涛  赵山
作者单位:华北水利水电学院土木与交通学院,450045,郑州
摘    要:密实砂层中的静力触探和标准贯入试验表明,将PHC管桩静力压入砂层地基中极为困难。郑州市某住宅工程中,经方案比选采用大密度泥浆护壁预引孔静压沉桩技术,经检测管桩各项技术指标满足设计要求。

关 键 词:砂性土地基  静压管桩  泥浆护壁

CONSTRUCTION OF STATIC PRESSURE PHC TUBULAR PILE IN SAND SOIL FOUNDATION
LIU Hai-tao , ZHAO Shan.CONSTRUCTION OF STATIC PRESSURE PHC TUBULAR PILE IN SAND SOIL FOUNDATION[J].Architecture Technology,2012,43(3):204-206.
Authors:LIU Hai-tao  ZHAO Shan
Affiliation:(Civil and Communication Institute,North China Institute of Water Resources and Electric Power,450045,Zhengzhou,China)
Abstract:After static sounding and standard penetration tests of compacted sand stratum,it is very difficult to insert PHC tubular pile into the foundation of sand stratum by using static pressure.After comparison among schemes,static pressure pile sinking technique in preliminary guiding hole with high-density slurry breast wall is used in a residential community engineering in Zhengzhou.After inspection,all technical indexes of the tubular pile satisfy the design requirements.
Keywords:sand soil foundation  static pressure tubular pile  slurry breast wall
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