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振动沉模大直径现浇薄壁管桩技术及其应用 (Ⅰ):开发研制与设计
引用本文:刘汉龙,费康,马晓辉,高玉峰. 振动沉模大直径现浇薄壁管桩技术及其应用 (Ⅰ):开发研制与设计[J]. 岩土力学, 2003, 24(2): 164-168
作者姓名:刘汉龙  费康  马晓辉  高玉峰
作者单位:河海大学岩土工程研究所,江苏 南京 210098
基金项目:江苏省高校高新技术发展资助项目(No. JH02-091)。
摘    要:振动沉模现浇混凝土薄壁管桩(PCC桩)技术是河海大学自主开发研制的用于地基加固处理的专利技术,是一种适合于软土地区的新型高效优质桩型,可有效地提高地基承载力和减小地基沉降。笔者介绍了振动沉模现浇混凝土薄壁管桩的技术原理、加固机理、施工设备、施工工艺及其设计与质量检测方法。该桩型具有承载力高、质量可靠和工程造价低等优点,具有较大的推广应用价值。

关 键 词:现浇  薄壁管桩  复合地基  承载力  变形
文章编号:1000-7598-(2003)02-0164-05
收稿时间:2002-09-08
修稿时间:2002-09-08

Cast-in-situ concrete thin-wall pipe pile with Vibrated and steel tube mould technology and its application (Ⅰ): Development and design
LIU Han-long,FEI Kang,MA Xiao-hui,GAO Yu-feng. Cast-in-situ concrete thin-wall pipe pile with Vibrated and steel tube mould technology and its application (Ⅰ): Development and design[J]. Rock and Soil Mechanics, 2003, 24(2): 164-168
Authors:LIU Han-long  FEI Kang  MA Xiao-hui  GAO Yu-feng
Affiliation:Research Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China
Abstract:Thin-wall pipe pile using cast-in-situ concrete(PCC) with vibrated and steel tube mould technology is a patent for ground improvement invented by the authors. This new style pile is suitable for wide application to soft soil areas which can increase ground bearing capacity and reduce the ground settlement remarkably. The technical principle, soil improvement mechanism, the construction equipment and technology, the design and detection method are introduced in detail. It is concluded that the new style pile overcomes the shortage of traditional one and has following advantages, high bearing capacity, reliable quality and low cost, it is expected to be great applying prospect in ground improvement.
Keywords:cast-in-situ  thin-wall pipe pile  composite foundation  bearing capacity  deformation  
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