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广深港客运专线(75+135+135+75) m连续梁设计
引用本文:凌玉芳,高丽,孙辉. 广深港客运专线(75+135+135+75) m连续梁设计[J]. 桥梁建设, 2006, 0(Z2): 48-50
作者姓名:凌玉芳  高丽  孙辉
作者单位:铁道第四勘察设计院桥梁处,湖北,武汉,430063
摘    要:(75 135 135 75)m连续梁是目前时速350 km客运专线上跨度最大的连续梁,是广深港客运专线的控制工程之一。介绍该箱梁构造特点、内力分析、预应力体系及钢束布设、动力分析的成果等。为高速铁路大跨结构的设计提供有益的参考。

关 键 词:铁路桥  连续梁  桥梁设计
文章编号:1003-4722(2006)S2-0048-03
修稿时间:2006-10-11

Design of a Continuous Girder with Spans (75+135+135+75) m for Guangzhou-Shenzhen-Hongkong Passenger Dedicated Railway
LING Yu-fang,GAO Li,SUN Hui. Design of a Continuous Girder with Spans (75+135+135+75) m for Guangzhou-Shenzhen-Hongkong Passenger Dedicated Railway[J]. Bridge Construction, 2006, 0(Z2): 48-50
Authors:LING Yu-fang  GAO Li  SUN Hui
Abstract:The continuous girder structure with spans(75 135 135 75) m is currently the longest span continuous girder for passenger dedicated railways with running speed 350 km/h and is also one of the control works of Guangzhou-Shenzhen-Hongkong Passenger Dedicated Railway Project.In this paper,the structural formation features,internal force analysis,prestressing system,prestressing strand layout and dynamic analysis of the continuous box girder structure are presented.The presentations in the paper provide helpful reference for the design of long span bridges for high speed railways.
Keywords:railway bridge  continuous girder  bridge design
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