首页 | 本学科首页   官方微博 | 高级检索  
     检索      

公路旧桥的加固设计及其静、动载试验研究
引用本文:陈冠桦,黄隆,郭继业.公路旧桥的加固设计及其静、动载试验研究[J].贵州工业大学学报(自然科学版),2007,36(3):75-79.
作者姓名:陈冠桦  黄隆  郭继业
作者单位:1. 贵州省交通规划勘察设计研究院,贵州贵阳550001
2. 浙江工业大学建筑设计研究院市政分院,浙江杭州310004
3. 浙江交通勘察设计有限公司,浙江杭州310014
摘    要:采用粘贴碳纤维布和粘贴钢板加固桁架拱,静动载试验结果表明,加固后桥梁的整体刚度和承载力得到了一定程度的提高,说明采用粘贴碳纤维布加固拉弯构件、粘贴钢板加固受压构件的综合加固方法是有效的。

关 键 词:碳纤维布  钢板  加固  桁架拱
文章编号:1009-0193(2007)增刊-0075-05
修稿时间:2007-01-15

Reinforcement Design and Test Study of Static and Dynamic Load on Existing Highway Bridges
CHEN Guan-hua,HUANG Long,GUO Ji-ye.Reinforcement Design and Test Study of Static and Dynamic Load on Existing Highway Bridges[J].Journal of Guizhou University of Technology(Natural Science Edition),2007,36(3):75-79.
Authors:CHEN Guan-hua  HUANG Long  GUO Ji-ye
Institution:1. Guizhou Communication Planning and Prospecting Design Academy, Guiyang 550001, China; 2. The Architectural Design and Research Institute of Zbejiang University of Technology, Hangzhou 310004, China;3. Zhejiang Communication and Prospecting Design Limited Company, Hangzhou 310014, China
Abstract:The method of reinforcing truss-arched bridge by gluing CFRP and sticking steel plate was introduced.The result of static and dynamic load test not only shows that total stiffness and capacity of strengthened bridge is enhanced,but also proves that reinforcing bending and tension members by gluing CFRP and reinforcing compressive member by sticking steel plate are effective.
Keywords:CFRP  steel plate  reinforce  truss-arched bridge
本文献已被 CNKI 维普 万方数据 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