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乌江大桥病害成因分析及加固设计
引用本文:王技,卫红蕊,陈常明,张连锋.乌江大桥病害成因分析及加固设计[J].筑路机械与施工机械化,2011(10):73-77.
作者姓名:王技  卫红蕊  陈常明  张连锋
作者单位:中交一公院西安瑞通路桥科技有限责任公司,陕西西安,710075
摘    要:针对斜拉-悬吊协作体系桥出现的加劲梁平面线形畸变、主梁箱室内顶板开裂渗水等病害,进行加固技术研究。在多年实践积累的大跨径柔性悬吊结构体系桥梁加固经验的基础上,提出在保持桥梁恒载不变的情况下,尽量增大结构刚度。从而提高桥梁整体结构的动力特性。

关 键 词:斜拉-悬吊协作体系  病害分析  加固  结构刚度

Analysis of Disease Causes of Wujiang Bridge and Reinforcement Design
WANG Ji,WEI Hong-rui,CHEN Chang-ming,ZHANG Lian-feng.Analysis of Disease Causes of Wujiang Bridge and Reinforcement Design[J].Road Machinery & Construction Mechanization,2011(10):73-77.
Authors:WANG Ji  WEI Hong-rui  CHEN Chang-ming  ZHANG Lian-feng
Institution:(Xi'an Ruitong Highway & Bridge Science & Technology Co. Ltd., Xi'an 710075, Shaanxi, China)
Abstract:Aimed at the diseases emerging on cable-stayed-suspension collaborative bridge such as linear dis- tortion on stiffening girder and seepage of the roof of main girder, the research of reinforcement technology was conducted. Based on years of experience in reinforcement of large-span bridge with flexible suspension struc- ture, a reinforcement plan was proposed suggesting to increase the structural stiffness while maintaining the dead load of bridge, so as to improve the dynamic characteristics of overall structure of the bridge.
Keywords:combined cable-stayed suspension structure  disease analysis  reinforcement design  structural stiffness
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