摘要
浙赣铁路大圆里特大桥位于半径2 800 m的圆曲线上,跨越杭金衢高速公路,根据地形条件,主桥采用了(52+112+64)m不对称曲线预应力混凝土连续梁。介绍大跨度不对称曲线预应力混凝土连续梁桥的设计和成桥后的静、动载试验。
Located on the round curve with a radius 2 800 m, the Dayuanli Bridge on Zhe jiang - Jiangxi Railway spans the Hangzhou - Jinhua - Quzhou Expressway. In the light of the topography conditions at the Bridge site, the main bridge of the Bridge is designed as a asymmetric prestressed concrete curved continuous girder structure with span arrangement (52+112+64) m. In this paper, the design of the long span asymmetric prestressed concrete curved continuous girder bridge, and static and dynamic load tests for the completed bridge are described.
出处
《桥梁建设》
EI
CSCD
北大核心
2006年第A02期44-47,60,共5页
Bridge Construction
关键词
铁路桥
连续梁
预应力混凝土结构
桥梁设计
railway bridge, continuous girder, prestressed concrete structure, bridge design