摘要
以单组18号无缝道岔铺设在连续梁上为例,分析不同形式连续梁对桥上无缝道岔的影响。
This article takes example of laying of single 18# jointless turnout on the continuous beam to analyze the influences of different continuous beam on the jointless turnout on the bridge.
出处
《铁道建筑技术》
2009年第8期14-18,共5页
Railway Construction Technology
关键词
道岔部件
连续梁
墩台力
梁轨相对位移
turnout parts
continuous beam
force of pier and abutment
comparatively displacement of beam and rail
