某空腹式悬链线圬工拱桥承载能力研究评价
Research and Evaluation on the Bearing Capacity of an Open-web Catenary Masonry Arch Bridge
罗雷1
作者信息
- 1. 佛山市公路桥梁工程监测站有限公司,广东 佛山 528313
- 折叠
摘要
某空腹式悬链线圬工拱桥修建年代较远,设计资料缺失.文章通过现场实测结构尺寸参数、石料强度等数据,结合相近年代桥梁设计荷载参数、现在桥梁的通行荷载量,在与管养单位沟通的基础上,通过现场桥梁外观检查、荷载试验,进行桥梁承载能力检算,确定相适应的桥梁荷载等级.研究成果可为类似年代久远、资料缺失桥梁的管养维护和承载能力评定等提供一定参考.
Abstract
An open-web catenary masonry arch bridge has been built for a long time,and the design data are missing.In this paper,through the field measurement of structural size parameters,stone strength and other data,combined with the design load parameters of bridges in similar years and the current traffic load of bridges,on the basis of com-munication with the management and maintenance units,through the on-site bridge appearance inspection and load test,the bridge bearing capacity is checked and calcu-lated to determine the appropriate bridge load level.The research results can provide some reference for the main-tenance and bearing capacity evaluation of similar bridges with long history and missing data.
关键词
圬工拱桥/荷载试验/承载能力Key words
masonry arch bridge/load test/bearing capacity引用本文复制引用
出版年
2024
NETL
NSTL
万方数据