基于损伤模拟的连续梁主动加固设计方案研究  

Design Study of Continuous Beam Active Reinforcement Based on the Damage Simulation

作　　者：高洪波[1] 黄鹤[1] 阳先全[1] 

机构地区：[1]中交第二公路勘察设计研究院有限公司,武汉430052

出　　处：《交通科技》2012年第2期64-66,74,共4页Transportation Science & Technology

摘　　要：针对宜城汉江大桥主梁出现的较严重裂缝及下挠,根据所做的荷载试验结论以及原桥设计状况的复核计算,对主梁病害成因进行了分析,并在此基础上对主梁的损伤进行了反复的模拟与试算。提出包络设计的思路,建立包含上、下限的的加固控制模型;采用分级张拉体外索的方法对主梁进行加固处理,并对主梁刚度偏低部位增设钢桁架进行刚度补强。After twenty years of operation,the Yicheng Han River bridge has occurred many serious problems which has greatly influenced the structural system of the bridge which in return made it cannot run in a good condition.Based on the load test conclusion and the status of the original bridge design calculations,the reasons of the diseases were deeply analyzed.According to it＇s results,this article propose the idea of envelope design,thus setting up a reinforcement model.Finally the reinforcement measures are proposed to make sure the safety operation of bridge.

关 键 词：连续梁 包络设计 体外预应力 加固 损伤模拟 

分 类 号：U448.215[建筑科学—桥梁与隧道工程]