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

空心板梁桥"单板受力"病害机理及其加固处治研究
引用本文:黄民水,朱宏平.空心板梁桥"单板受力"病害机理及其加固处治研究[J].华中科技大学学报(自然科学版),2008,36(2):118-121.
作者姓名:黄民水  朱宏平
作者单位:华中科技大学,土木工程与力学学院,湖北,武汉,430074
基金项目:国家自然科学基金 , 教育部跨世纪优秀人才培养计划
摘    要:首先建立了6种跨度空心板梁桥的梁单元模型,分析得出荷载横向分布规律.通过对一10 m跨度桥梁实体模型的数值分析,讨论了桥梁"单板受力"病害产生的原因,并提出了4种加固方案.然后通过比较分析底板竖向位移、横向应力以及等效应力;综合各方案的优缺点,确定了最优加固方案,为"单板受力"病害的防治提供了理论依据.最后提出了增加结构横向刚度、保证施工质量等措施,以期能有效地防治"单板受力"病害.

关 键 词:空心板梁桥  单板受力  病害机理  加固处治
文章编号:1671-4512(2008)02-0118-04
收稿时间:2006-11-17
修稿时间:2006年11月17

Study on mechanism and reinforcement processing of "single slab bearing" disease of hollow core slab beam bridge
Huang Minshui,Zhu Hongping.Study on mechanism and reinforcement processing of "single slab bearing" disease of hollow core slab beam bridge[J].JOURNAL OF HUAZHONG UNIVERSITY OF SCIENCE AND TECHNOLOGY.NATURE SCIENCE,2008,36(2):118-121.
Authors:Huang Minshui  Zhu Hongping
Abstract:A beam element models of hollow core slab beam bridge was built firstly and lateral distribution of load is analyzed.Secondly through the numerical analysis with solid model of 10m-span bridge,the mechanism of "single slab bearing" disease are analyzed,four reinforcement schemes are brought forward.Thirdly vertical displacement,transverse stress and equivalent stress are analyzed and compared.Relative merits of the four schemes are synthesized and optimum reinforcement scheme is determined,it provides theoretical basis for disease control of "single slab bearing".In the end some measures are made for reference to department of design,construction and administration so that "single slab bearing" disease can be controlled radically.
Keywords:hollow core slab beam bridge  single slab bearing  disease mechanism  reinforcement processmg
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