摘要
深圳芙蓉大桥主桥为 5 5 m+ 80 m+ 5 5 m三跨连续下承式钢管混凝土系杆拱桥 ,介绍了该桥的总体布置、结构设计。
The main spans of Furong Bridge in Shenzhen are designed as a through continuous concrete filled steel pipe tied arch bridge of 3 spans of 55 m + 80 m + 55 m. The highlights of the general layout, structural design, analytic calculations, construction monitoring and controlling of the bridge are elaborated.
出处
《桥梁建设》
EI
CSCD
北大核心
2000年第3期38-40,共3页
Bridge Construction
关键词
芙蓉大桥
拱桥
系杆拱
钢管混凝土结构
桥梁设计
Furong bridge, arch bridge, tied arch, concrete filled steel pipe structure, bridge design
