您现在的位置:建筑结构>> 期 刊>> 2021年>> 第14期>>正文内容
景区人行玻璃悬索桥荷载试验分析研究
单积明
摘 要

(北京市建设工程质量第三检测所有限责任公司, 北京 100037)

[摘要]随着我国经济的发展和桥梁建设水平的大幅提升,越来越多的旅游景区为提升服务效果开始修建人行玻璃悬索桥,人行玻璃悬索桥以其独特的造型和强大的跨越能力,在旅游观光建筑中得到了很好的发展。人行玻璃悬索桥加劲梁一般采用纵、横方钢焊接成梁格体系,上面铺设钢化玻璃,具有自重轻、梁体刚度小等特点。为保障后期运营桥梁的安全,以某景区一座跨径178m的玻璃悬索桥为背景,采用有限元分析软件,对桥梁结构的静力及动力指标进行分析和研究,并采用等效荷载加载的方式对桥梁的承载能力进行鉴定。结果表明桥梁结构承载力满足设计要求。 

[关键词]玻璃悬索桥;荷载试验;等效加载;承载力;梁格体系;钢化玻璃

中图分类号:TU393-3, U446-1 文献标识码:A文章编号:1002-848X(2021)14-0051-05

 

Study and analysis of load test on pedestrian glass suspension bridge in the scenic spot 

SHAN  Jiming 

(Beijing Construction Engineering Quality Third Test Institute Co.,Ltd., Beijing 100037, China) 

Abstract: With the development of China’s economy and the improvement of bridge construction level, more and more tourist attractions begin to build pedestrian glass suspension bridges in order to improve the service effect. With its unique shape and strong crossing ability, pedestrian glass suspension bridges have been well developed in tourism and sightseeing buildings. The stiffening beam of pedestrian glass suspension bridge is generally made of longitudinal and transverse steel welded into beam lattice system and laid with toughened glass, which has the characteristics of light dead weight and low beam stiffness. In order to ensure the safety of the bridge in later operation, taking a glass suspension bridge with a span of 178m in a scenic spot as the background, finite element analysis software was used to analyze and study the static and dynamic indicators of the bridge structure, and the bearing capacity of the bridge was evaluated by using equivalent load loading method. The results show that the bearing capacity of the bridge structure meets the design requirements. 

Keywords:glass suspension bridge; load test; equivalent loading; bearing capacity; beam lattice system; toughened glass

 

作者简介:单积明,学士,工程师,Email:coolsxim@yeah.net。

下载地址

    你还没注册?或者没有登录?这篇论文要求至少是本站的注册会员才能阅读!

    如果你还没注册,请赶紧点此注册吧!

    如果你已经注册但还没登录,请赶紧点此登录吧!