崖门大桥总体设计与分析  

Overall Design and Analysis of Yamen Bridge

作　　者：代希华[1] 方世乐[1] 陈达章[1] 王萍[1] 

机构地区：[1]广东省公路勘察规划设计院,广东广州510507

出　　处：《桥梁建设》2003年第1期1-4,共4页Bridge Construction

摘　　要：崖门大桥主桥为双塔单索面预应力混凝土斜拉桥,主桥孔跨布置为(165+338+165)m。简要地介绍了主桥、引桥的设计及分析。The main spans of Yamen Bridge are designed as a prestressed concrete cablestayed bridge of twin pylons and single cable plane with the spans arranged as (165+338+165) m. In this paper, the design and analysis of the main and approach spans of the bridge are presented.

关 键 词：崖门大桥 总体设计 斜拉桥 预应力混凝土结构 桥梁设计 技术标准 

分 类 号：U448.27[建筑科学—桥梁与隧道工程] U442.5[交通运输工程—道路与铁道工程]