首页 | 本学科首页   官方微博 | 高级检索  
     

双曲拱桥主拱圈外包混凝土加固施工技术
引用本文:窦勇芝,梁彧,李东平.双曲拱桥主拱圈外包混凝土加固施工技术[J].预应力技术,2011,15(2):26-30.
作者姓名:窦勇芝  梁彧  李东平
作者单位:柳州欧维姆工程有限公司;
摘    要:以南渡大桥双曲拱桥加固工程为背景,分析了主要影响主拱圈承载力降低的病害(包括混凝土碳化、钢筋锈胀、混凝土缺陷等)及成因,为实现提高原主拱圈承载力适应现行交通通行需要,采用主拱圈外包混凝土增大截面加固技术,并详细介绍了其加固技术的工作原理、主要施工工艺等,为同类工程设计和施工提供参考。

关 键 词:双曲拱桥  外包混凝土加固  施工技术  

Construction technology of concrete reinforcement for the main arch ring of double-curvature arch bridge
Yongzhi Dou,Yu Liang,Dongping Li.Construction technology of concrete reinforcement for the main arch ring of double-curvature arch bridge[J].Prestress Technology,2011,15(2):26-30.
Authors:Yongzhi Dou  Yu Liang  Dongping Li
Affiliation:Liuzhou OVM Machinery Co., Ltd., Liuzhou 545005,China
Abstract:Based on the reinforcement project of Nandu Bridge, the paper analyzes the main diseases (including concrete carbonization, steel rust expansion, concrete defects, etc.) affecting the reduction of the bearing capacity of the main arch circle and their causes. In order to improve the bearing capacity of the original main arch circle to meet the current traffic needs, the strengthening technology of the main arch circle is adopted to increase the cross-section of the main arch circle To provide reference for similar engineering design and construction.
Keywords:Hyperbolic arch bridge  External concrete reinforcement  Construction technique
本文献已被 CNKI 等数据库收录!
点击此处可从《预应力技术》浏览原始摘要信息
点击此处可从《预应力技术》下载全文
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