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实腹式圆弧拱桥病害机理分析与综合加固技术的研究
引用本文:李学伟,袁鑫.实腹式圆弧拱桥病害机理分析与综合加固技术的研究[J].世界桥梁,2007(4):66-69.
作者姓名:李学伟  袁鑫
作者单位:1. 山东高速集团工程咨询有限公司,山东,济南,250014
2. 长安大学公路学院,陕西,西安,710064
摘    要:在分析蔡各庄拱桥病害机理的基础上,提出桥面补强层和拱圈增大截面加固、拱圈侧墙钢杆件拉结和下部增补桩基综合加固的方案。该方案不仅提高结构的承载力和整体刚度,而且有效地控制裂缝发展,在旧桥加固改造中有一定借鉴意义。

关 键 词:拱桥  病害机理  承载力  整体刚度  综合加固
文章编号:1671-7767(2007)04-0066-04
收稿时间:2007-05-08
修稿时间:2007年5月8日

Analysis of Deterioration Mechanism and Research of Comprehensive Strengthening Techniques for Solid Spandrel Circular Arch Bridges
LI Xue-wei,YUAN Xin.Analysis of Deterioration Mechanism and Research of Comprehensive Strengthening Techniques for Solid Spandrel Circular Arch Bridges[J].World Bridges,2007(4):66-69.
Authors:LI Xue-wei  YUAN Xin
Abstract:On the basis of analysis of the deterioration mechanism of Caigezhuang Arch Bridge,this paper proposes a scheme of comprehensive strengthening of the type of the bridges,including reinforcing of deck layers,enlarging of cross sections of arch rings,rigidly fixing of side walls of arch rings by steel members and adding of piles to substructure.The scheme in question can not only increase the carrying capacity and global rigidity of the bridges,but also can contribute to the effective control of propagation of cracks in concrete,and is of a certain reference to the strengthening and retrofitting of aged concrete arch bridges.
Keywords:arch bridge  deterioration mechanism  carrying capacity  global rigidity  comprehensive strengthening
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