铁道标准设计Issue(12)：67-69,70,4.
（70+125+70）m跨铁路转体连续梁桥设计
Design of (70+125+70) m Continuous Girder Bridge by Swing Method Crossing above Existing Railways
刘润舟1
作者信息
- 1. 南昌铁路勘测设计院有限责任公司，南昌 330002
- 折叠
摘要
Abstract
Crossing above both the Nanchang-Jiujiang Intercity Railway and Beijing-Kowloon Railway, the main bridge of Gong’an Bridge is a continuous prestressed concrete girder bridge with the span arrangement of (70+125+70)meters. This thesis introduced how to select the bridge site and bridge type, how to design the bridge structure, how to select the calculation parameters, and how to erect the girder by swing method. Meanwhile, by using finite element software named Dr. Bridge, the bridge structure was calculated and analyzed longitudinally and transversely, and the results show that all the structural strengths, stresses, displacements, etc. can accord with the relevant provisions of the design codes.关键词
公路桥/跨线桥/连续梁/静力计算/转体/设计Key words
highway bridge/bridge over railway track/continuous girder/static calculation/girder-erecting by swing method/design分类
交通工程引用本文复制引用
刘润舟..（70+125+70）m跨铁路转体连续梁桥设计[J].铁道标准设计,2013,(12):67-69,70,4.
