沈阳市富民桥总体设计  

Overall Design of Fumin Bridge in Shenyang

作　　者：王福春[1] 王毅明 汪德军 刘骞[3] 王澍[1] 刘志[1] 

机构地区：[1]沈阳市市政工程设计研究院,辽宁沈阳110015 [2]沈阳市浑南新区管委会建设局,辽宁沈阳110000 [3]沈阳市快速干道系统工程建设指挥部,辽宁沈阳110015

出　　处：《桥梁建设》2004年第B05期1-3,7,共4页Bridge Construction

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.

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 

分 类 号：U448.27[建筑科学—桥梁与隧道工程]