首页 | 本学科首页   官方微博 | 高级检索  
     

某人行桥体外预应力加固技术
引用本文:黄希. 某人行桥体外预应力加固技术[J]. 广东土木与建筑, 2012, 0(1): 60-62
作者姓名:黄希
作者单位:广东省建筑科学研究院
摘    要:由于种种原因,许多桥梁主跨出现过宽裂缝、挠度过大等病害,严重影响其使用性能。文中介绍佛山大沥镇某人行桥主跨梁通过施加体外预应力来解决主梁挠度过大的问题,并探讨该技术应用于桥梁加固设计、施工、监控等环节的关键技术。

关 键 词:挠度  体外预应力加固  扁形锚具  标高

Technology of External Prestressing in a Pedestrian Bridge Strenthening
Huang Xi. Technology of External Prestressing in a Pedestrian Bridge Strenthening[J]. Guangdong Architecture Civil Engineering, 2012, 0(1): 60-62
Authors:Huang Xi
Affiliation:Huang Xi(Guangdong Provincial Academy of Building Research Guangzhou 510500,China)
Abstract:For some reasons,it occurs some problems to many bridges such as excessive cracking,deflation,etc.,which seriously influence the using performance of bridges.In this paper,taking the main beam of a pedestrian bridge in Dali Town of Foshan City for instance,the problem of excessive deflation is solved through adding external prestressing.And we’ll discuss the key technology of every tache such as design,construction and monitoring of external prestressing in bridge strengthening.
Keywords:deflation  external prestressed strenthening  flat anchorage  elevation
本文献已被 CNKI 维普 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号