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无桥台斜腿刚架桥横系梁的设置分析
引用本文:康俊涛,王国鼎.无桥台斜腿刚架桥横系梁的设置分析[J].公路,2006(4):86-89.
作者姓名:康俊涛  王国鼎
作者单位:武汉理工大学土木工程与建筑学院,武汉市,430070;华中科技大学土木工程与力学学院,武汉市,430074
摘    要:横系梁的设置对加强桥梁的整体受力很有好处,横系梁的合理数量和合理位置就显得尤为重要。基于三维实体模型从应力水平和结构位移两个方面对无桥台斜腿刚架桥横系梁的设置进行了分析,研究结果表明:主孔和副孔跨中横系梁、主梁梁端横系梁、斜腿与主梁相交处横系梁必须设置,且横系梁的数量并非越多越好。

关 键 词:无桥台斜腿刚架桥  横系梁  设置
文章编号:0451-0712(2006)04-0086-04
收稿时间:2005-11-10
修稿时间:2005-11-10

Analysis of Diaphragm Locating of Non-abutment Slant Legged Rigid Frame Bridges
KANG Jun-tao,WANG Guo-ding.Analysis of Diaphragm Locating of Non-abutment Slant Legged Rigid Frame Bridges[J].Highway,2006(4):86-89.
Authors:KANG Jun-tao  WANG Guo-ding
Institution:1. School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070,China ; 2. School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China
Abstract:Diaphragm locating are very benefit for the whole strengthen of bridge,the number and location of diaphragm are very important.On the basis of 3D solid model analysis,for non-abutment slant legged rigid frame bridge,the diaphragm locating from two aspects of stress level and structure displacement is analyzed.The results indicate that the diaphragm of main span and side span,the diaphragm of girder ends and the diaphragm at the intersection between slant leg and girder must be located,and the more diaphragm number is not better.
Keywords:non-abutment slant legged rigid frame bridges  diaphragm  locating
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