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对复合载体夯扩预应力管桩设计与施工的探讨
引用本文:杨景松,南硕,毕小兵. 对复合载体夯扩预应力管桩设计与施工的探讨[J]. 中国西部科技, 2011, 10(1): 34-35,60. DOI: 10.3969/j.issn.1671-6396.2011.01.016
作者姓名:杨景松  南硕  毕小兵
作者单位:河北工程大学,河北,邯郸,056038
摘    要:复合载体夯扩预应力管桩是一种新型的载体桩。它采用PHC预应力管桩作为桩身,既可提高桩身的承载力,又易于保证桩身质量。目前,此类桩型在工程中应用得还比较少,缺乏相关的技术和经验,故对其设计和施工中的一些问题进行了研究与探讨,并提出了一些工程中可能出现的问题的见解。

关 键 词:复合载体夯扩桩  预应力管桩  施工工艺  挤土效应  单桩承载力

The Discussion On Design and Construction on Ram-compaction Pre-stressed Pipe Piles with Composite Bearing Base
YANG Jing-song,NAN shuo,BI Xiao-bing. The Discussion On Design and Construction on Ram-compaction Pre-stressed Pipe Piles with Composite Bearing Base[J]. Science and Technology of West China, 2011, 10(1): 34-35,60. DOI: 10.3969/j.issn.1671-6396.2011.01.016
Authors:YANG Jing-song  NAN shuo  BI Xiao-bing
Affiliation:YANG Jing-song,NAN shuo,BI Xiao-bing(Hebei University of Engineering,Handan,Hebei 056038)
Abstract:The ram-compaction pre-stressed pipe piles with composite bearing base are a new kind of ram-compaction piles with bearing base.The adoption of PHC pre-stressed pipe piles as the body can not only improve pile body strength,but also guarantee body quality.Currently,such piles in the engineering application is still relatively less and lack relevant skills and experience,so the problems of design and construction were studied and discussed,and a number of engineering problems that may arise were proposed.
Keywords:Ram-compacted piles with composite bearing base  Pre-stressed pipe pile  Construction technology  Soil-squeezing effect  Pile ultimate bearing capacity  
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