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地下连续墙的受力状态及计算图式分析
引用本文:姚颖,赵炳山,张悦祥,姚彦增,刘淑萍,王春财,万卷.地下连续墙的受力状态及计算图式分析[J].水道港口,2006,27(1):36-39.
作者姓名:姚颖  赵炳山  张悦祥  姚彦增  刘淑萍  王春财  万卷
作者单位:1. 天友设计有限公司,天津,300192
2. 交通部天津水运工程科学研究所,天津,300456
3. 天津大学,天津,300072
摘    要:在地下连续墙工程现场观测的基础上,对其受力状态进行了分析探讨。指出单元墙段是呈双向弯曲受力状态。因而按现行设计(单向受弯)的配筋计算应做适当的调整。在用筋总量不增加的基础上,使墙体结构设计更加合理、完善、经济、可靠。

关 键 词:地下连续墙  单向受弯  双向受弯  配筋
文章编号:1005-8443(2006)01-0036-04
收稿时间:2005-07-25
修稿时间:2005-08-09

Analysis of stress state and diagram of diaplragm retaining wall
YAO Ying,ZHAO Bing-shan,ZHANG Yue-xing,YAO Yan-zeng,LIU Shu-ping,WANG Chun-cai,WAN Juan.Analysis of stress state and diagram of diaplragm retaining wall[J].Journal of Waterway and Harbour,2006,27(1):36-39.
Authors:YAO Ying  ZHAO Bing-shan  ZHANG Yue-xing  YAO Yan-zeng  LIU Shu-ping  WANG Chun-cai  WAN Juan
Institution:1. Tianyou Design Ltd. co. , Tianjin 300192, China ; 2. Tianjin Research Institute of Water Transport Engineering, Tianjin 300456;3. Tianjin University, Tianjin 300072, China
Abstract:Based on the field observation in construction of diaphragm retaining wall,the stressing state is analyzed.It's proposed that the element wall is stressed by two-way bending.Therefore,reinforcement calculation by the current design specification(one-way bending) should be regulated properly to make design of the wall structure more reasonable,perfect,economic and reliable,while the total amount of reinforced bars is not increased.
Keywords:diaphragm retaining wall  one-way bending  two-way bending  reinforcement  
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