首页|某下承式钢管混凝土系杆拱桥吊杆更换设计

某下承式钢管混凝土系杆拱桥吊杆更换设计

扫码查看
国内上世纪90年代建成钢管混凝土系杆拱桥,已经服役了二三十年,吊杆设计使用年限为20年.目前,这类桥梁均面临着吊杆更换的难题,吊杆更换设计没有可参考规范和通用的工程案例.本文结合某下承式钢管混凝土系杆拱桥吊杆更换设计,总结了该类桥梁吊杆更换设计的关键技术,梳理了吊杆更换的施工程序,可为同类工程提供有益参考.
The Suspender Replacement Design for CFST Tied Arch Bridge
The CFST tied arch bridges built in the 1990s have been in service for 20~30 years,and the design service life of suspenders is 20 years.These bridges are confronting with the difficulty of replacing suspenders.There is no reference specification and general engineer-ing case for suspender replacement design.Combined with a suspender replacement design for CFST tied arch bridge,the critical technolo-gy of suspender replacement design is summarized in this paper,and the suspender replacement procedures are organized,these methods would provide beneficial reference for similar engineering.

concrete-filled steel-tabular tie-bar archsuspender replacereplacement design

马文华

展开 >

福建省建筑设计研究院有限公司 福建福州 350001

钢管混凝土系杆拱 吊杆更换 更换设计

2024

福建建设科技
福建省建设厅科技情报中心站 福建省建筑科学研究院

福建建设科技

影响因子:0.5
ISSN:1006-3943
年,卷(期):2024.(3)