武汉国贸大厦深基坑支护实例及问题探讨  

An Engineering Example of Foundation Pit Bracing and Problems Discussin of Wuhan International Trade Mansion

作　　者：王翠英[1] 王家阳 周厚才 

机构地区：[1]湖北工业大学,武汉430068 [2]湖北省建筑标准设计研究院,武汉430071 [3]湖北省工业建筑学校,湖北襄樊441021

出　　处：《土工基础》2005年第4期2-4,24,共4页Soil Engineering and Foundation

摘　　要：结合工程实列,简述了支护桩的计算方法,并从空间效应的影响范围和影响系数分析了护坡桩的空间受力简化计算;同时对双排护坡桩的受力特征及护坡桩截面配筋问题进行了探讨。Based on an engineering example of Wuhan International Trade Mansion,the paper expounds the calculation methods of supporting pile . From influence＇s scope and coefficient of space effect , the paper analyses simplifing caculation of three dimension force of supporting pile and discusses the force characteristics of double row supporting piles and the cross section reinforement of supporting pile. It is beneficial to similar project.

关 键 词：深基坑 支护 护坡桩 

分 类 号：TU472[建筑科学—结构工程]