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力学与实践

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内撑式深基坑支护结构分析与方案选择

党玲博1, 张雷顺2   

  1. 1. 黄河科技学院,郑州 450063;
    2. 郑州大学, 郑州 450002
  • 收稿日期:2012-01-06 修回日期:2012-05-31 出版日期:2012-08-15 发布日期:2012-08-27
  • 通讯作者: 党玲博, 1978 年生,女,河南省唐河县人,讲师,硕士,主要研究方向为土木与结构工程. E-mail:dlbthe0@163.com E-mail:dlbthe0@163.com
  • 作者简介:党玲博, 1978 年生,女,河南省唐河县人,讲师,硕士,主要研究方向为土木与结构工程. E-mail:dlbthe0@163.com

THE STRUCTURE ANALYSIS AND PROGRAM SELECTION ON THE DEEP INTERIOR BRACING SUPPORT FOUNDATION PIT

DANG Lingbo1, ZHANG Leishun2   

  1. 1. The Huanghe Science and Technology University, Zhengzhou 450063, China;
    2. Zhengzhou University, Zhengzhou 450002, China
  • Received:2012-01-06 Revised:2012-05-31 Online:2012-08-15 Published:2012-08-27

摘要:

基坑内撑式支护具有经济、快捷和效率高等特点. 通过郑州市某雨水管道工程基坑支护的实践,介绍了内撑式支护结构在深基坑支护中的受力特点,结构分析与方案选择,为内撑式支护设计和施工提供了参考.

关键词:

基坑|支护|受力

Abstract:

Interior bracing support foundation pit possesses the characteristics of economy, rapid and high efficiency. Mechanical characteristics, structural analysis and program selection of deep foundation support were introduced with the practice of foundation supporting project of the stormwater pipeline project in Zhengzhou City, which provides some references for design and construction of the interior bracing support pit.

Key words:

foundation pit|support|force

中图分类号: 

  • O39