摘要
沈阳市富民桥主桥为(89+242+89)m的双塔单索面预应力混凝土斜拉桥,主塔为独柱式折线形斜塔,箱形断面。主要介绍富民桥主塔的设计过程,较为详细地介绍了主塔的构造特点及结构计算情况。
The main bridge of Fumin Bridge in Shenyang is a prestressed concrete cablestayed bridge with span arrangement (89+242 +89) m, and with double pylons and single cable plane. The pylons of the Bridge are designed as kinked column type that is in form of box section. In this paper, the design process, particularly the structural features and structural calculations, of the pylons are detailed.
出处
《桥梁建设》
EI
CSCD
北大核心
2004年第B05期17-19,30,共4页
Bridge Construction
关键词
斜拉桥
桥塔
折线形塔
预应力混凝土结构
结构设计
cable-stayed bridge
pylon
kinked pylon
prestressed concrete structure
structural design