中等跨径中承式提篮拱桥设计  

Design of Medium-span Half Through X-type Arch Bridge

作　　者：康凯乐[1] 

机构地区：[1]上海市政工程设计研究总院集团佛山斯美设计院有限公司,广东佛山528200

出　　处：《城市道桥与防洪》2015年第7期93-95,12,共3页Urban Roads Bridges & Flood Control

摘　　要：广东肇庆市政文组团砚阳桥主桥为16.5 m+70 m+16.5 m的中承式提篮拱桥。重点介绍该桥桥梁结构设计特点,包括结构形式选择、桥梁细部结构设计、体系计算过程以及关键部位的受力分析等内容。The main bridge of the municipal Wenzutuan Yanyang Bridge in Zhaoqing of Guangdong is a16.5m+70m+16.5m half through X-type arch bridge. The article focuses introduction on the design characteristics of this bridge structure including the selection of structure type, design of detailed bridge structure, process of system calculation and stress analysis of key position.

关 键 词：中承式 提篮拱 空间计算 桥梁设计 景观设计 

分 类 号：U448.22[建筑科学—桥梁与隧道工程]