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某桥火灾后加固方法
引用本文:吴金池,徐德新. 某桥火灾后加固方法[J]. 建筑技术, 2006, 37(6): 420-422
作者姓名:吴金池  徐德新
作者单位:武汉大学土木建筑工程学院,430072,武汉;武汉大学土木建筑工程学院,430072,武汉;湖北德盛结构工程加固有限公司,430071,武汉
摘    要:通过对某桥火灾后结构损伤程度进行分类,提出对火灾后结构不同部位分别采用粘钢、粘碳纤维布及外包角钢的加固方法,给出保证工程施工质量和安全的措施.

关 键 词:火灾  粘钢加固  外包角钢
文章编号:1000-4726(2006)06-0420-03
收稿时间:2006-01-08
修稿时间:2006-01-08

REINFORCEMENT METHOD FOR A FIRED BRIDGE
WU Jinchi,XU Dexin. REINFORCEMENT METHOD FOR A FIRED BRIDGE[J]. Architecture Technology, 2006, 37(6): 420-422
Authors:WU Jinchi  XU Dexin
Affiliation:1. School of Civil and Engineering, Wuhan University, 430072,Wuhan,China; 2.Hubei Desheng Strengthening Limited Company for Structural Engineering, 430071 ,Wuhan, China
Abstract:By classifying the structure damages of a fired bridge, it is put forward that the different parts of a fired structure could be reinforced with bonded steel plate, carbon fiber reinforced polymer and encased steel angle respectively. And measures to ensure the construction quality and safety of the work are proposed.
Keywords:fire disaster   bonded steel reinforcement   encased steel angle
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