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某大跨桥梁运营初期结构状态的检测与分析
引用本文:郑宏伟,步乐乐,张高朝,张兴华,李升伟,李增江.某大跨桥梁运营初期结构状态的检测与分析[J].世界桥梁,2012(2):38-41.
作者姓名:郑宏伟  步乐乐  张高朝  张兴华  李升伟  李增江
作者单位:宜昌市秭归县交通运输局;华中科技大学土木工程与力学学院;沪蓉西高速公路建设指挥部;中铁三局二公司十堰霍河大桥项目部
基金项目:国家自然科学基金资助项目(51078164)
摘    要:为了防止大跨桥梁在运营中出现由于各种原因引起的损伤破坏,需对桥梁的运营状况进行长期监测,在经费困难的情况下,通过运营初期在不良时段对桥梁结构的应力及变形进行观测是一个较好的措施.以某大跨连续刚构桥为背景,连续2年每年在冬季最冷、夏季最热时采用精密水准仪对其承台的沉降、主梁的线形进行测量,采用振弦式应变传感器、辅以光纤传...

关 键 词:连续刚构桥  运营期  变形  应力  检测

Inspection and Analysis of Structural Condition of a Long Span Bridge in Early Period of Operation
ZHENG Hong-wei,BU Le-le,ZHANG Gao-chao,ZHANG Xing-hua,LI Sheng-wei,LI Zeng-jiang.Inspection and Analysis of Structural Condition of a Long Span Bridge in Early Period of Operation[J].World Bridges,2012(2):38-41.
Authors:ZHENG Hong-wei  BU Le-le  ZHANG Gao-chao  ZHANG Xing-hua  LI Sheng-wei  LI Zeng-jiang
Institution:1.Department of Transport of Zigui County,Yichang City,Yichang 443600,China;2.School of Civil Engineering & Mechanics,Huazhong University of Science and Technology,Wuhan 430074,China;3.Construction Headquarters of Hurongxi Expressway,Enshi 445300,China;4.Section of Huohe River Bridge Project in Shiyan City,The Second Engineering Co.,Ltd.,China Railway Sanju Group,Shiyan 442200,China)
Abstract:To prevent damage caused by a variety of reasons from occurring in long span bridge in its operation period,it is necessary to carry out long term monitoring for its operation condition.Under severe budget constraints,a good measure is to monitor the structural stress and deformation of the bridge in unfavorable time during the early period of operation.With a long span continuous rigid frame bridge as the background,the precision leveling instrument was adopted to measure the sedimentation of the pile cap and the geometry of the main girder in the coldest time of winter and the hottest time of summer in two successive years.Vibration wire sensors with the assistance of optical fiber sensors were used to measure the mechanical behavior of all the critical sections.It is found through the comparison of the design value and the value calculated by finite element theory that the bearing capacity and the geometry of the bridge show no great variation.Furthermore,it is proved by practice that the inspection method is simple and feasible.
Keywords:continuous rigid frame bridge  operation period  deformation  stress  inspection
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