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深基坑支护工程冠梁内力现场试验研究
引用本文:王建军,石东山,黄强. 深基坑支护工程冠梁内力现场试验研究[J]. 建筑科学, 2006, 22(4): 43-46
作者姓名:王建军  石东山  黄强
作者单位:中国建筑科学研究院,北京,100013;河南省郑州水利学校,郑州,450008
摘    要:通过在支护桩的冠梁内埋设钢筋应力计,对某深基坑冠梁内力进行现场测试,据此分析了冠梁受力特性及冠梁内力和弯矩随基坑开挖进程的变化规律。研究表明,冠梁是一个受弯构件,内力和弯矩值随基坑开挖进程不断变化,冠梁外侧两端受拉力作用,中间部位受压力作用;内侧两端受压力作用,中间受拉力作用。

关 键 词:深基坑  冠梁  现场试验  内力  弯矩
文章编号:1002-8528(2006)04-43-04
收稿时间:2005-12-12
修稿时间:2005-12-12

Field Test Research on Internal Force of Top Beam for Deep Excavation
WANG Jian-jun,SHI Dong-shan,HUANG Qiang. Field Test Research on Internal Force of Top Beam for Deep Excavation[J]. Building Science, 2006, 22(4): 43-46
Authors:WANG Jian-jun  SHI Dong-shan  HUANG Qiang
Affiliation:1. China Academy of Building Research, Beijing 100013, China ;2. Zhengzhou Hydraulic School, Zhengzhou 450008, China
Abstract:Based on the measured internal force by embedding rebar stress gauges in the top beam of retaining pile for a certain deep excavation, behavior and changing pattern of internal force and bending moment in excavation process are studied in this paper. The conclusion is drawn that top beam is a bending component, whose internal force and bending moment will vary with soil excavation, whose outboard ends suffer tensile force action while mid pressure action, whose inner ends suffer pressure action while mid tensile force action.
Keywords:deep excavation    top beam    field test    internal force    bending moment
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