摘要
沈阳市富民桥主桥为折线形双塔单索面预应力混凝土斜拉桥,主桥跨径布置为(89+242+89)m,设计上采用了塔梁固结、梁墩分离的措施。简要介绍主梁、主塔及主墩的设计。
The main bridge of Fumin Bridge in Shenyang is a prestressed concrete caolestayed bridge with span arrangement (89+242+89) m, and with double kinked pylons and single cable plane. In the design, the pylon and main girder are rigidly connected, while the girder and pylon pier are separate. In this paper, the design of the main girder, pylons and pylon piers is highlighted.
出处
《桥梁建设》
EI
CSCD
北大核心
2004年第B05期4-7,共4页
Bridge Construction
关键词
斜拉桥
预应力混凝土结构
桥梁设计
cable-stayed bridge
prestressed concrete structure
bridge design