摘要
沈阳市富民桥主桥采用(89+242+89)m的折线形双塔单索面预应力混凝土斜拉桥,南北引桥采用跨径30m的预应力混凝土连续刚构。介绍该桥的总体设计。
The main bridge of Fumin Bridge in Shenyang is designed as a prestressed concrete cable-stayed bridge with span arrangement （89 ＋242 ＋89） m, and with double kinked pylons and single cable plane. The approach spans flanking the south and north sides of the main bridge are composed of 30-m span prestressed concrete continuous rigid-frame structures. In this paper, the overall design of the Bridge is presented.
出处
《桥梁建设》
EI
CSCD
北大核心
2004年第B05期1-3,7,共4页
Bridge Construction
关键词
斜拉桥
预应力混凝土结构
引桥
刚构桥
总体布置
桥梁设计
cable-stayed bridge
prestressed concrete structure
approach span
rigid-frame bridge
overall arrangement
bridge design
