摘要
通过对某条提速线路曲线段的轨温及横向位移进行现场测试,分析了曲线段轨道结构在轨温变化时对轨排横向位移变化的影响。分析结果表明:在轨温较低的情况下,列车荷载激扰等随机因素是轨排横向位移的主因;在轨温较高时,轨排横向位移的主因则是轨道温度力。曲线段轨排横向位移的波形差异性较大,在日常工务养护中应以缓圆点附近的曲线作为养护重点。
Through the field - testing of the rail tempera- ture and the lateral displacement in curve sections of a cer- tain speed- up line, this paper analyzes the effect of the track structure of the curved section on the lateral displace- ment of rail array when the rail temperature changes. The results show that when rail temperature is lower, such ran- dom factors as train loading forcing and so on are the main causes while the temperature is higher, the rail tempera- ture stress becomes the main cause of the lateral displacement of rail array. Because of the big differences of wave- forms of the track lateral displacement in curve sections, the curve near the gradual circled dots should be taken as a conservation focus in daily maintenance works.
出处
《城市轨道交通研究》
北大核心
2012年第1期41-44,共4页
Urban Mass Transit
基金
国家自然科学基金资助项目(50878158)
同济大学道路与交通工程教育部重点实验室资助项目
铁路环境振动与噪声教育部工程研究中心开放研究项目
关键词
无缝线路
曲线段
轨道温度
横向位移
continuously welded railway
curve section
rail temperature
lateral displacement