双块式无碴轨道高速列车脱轨控制分析  

Analysis of derailment controlling of high-speed train running on the twin-block ballastless track

作　　者：向俊[1] 赫丹[1] 曾庆元[1] 

机构地区：[1]中南大学土木建筑学院,湖南长沙410075

出　　处：《铁道科学与工程学报》2008年第6期13-16,共4页Journal of Railway Science and Engineering

基　　金：国家重点基础研究发展计划项目(2007CB714706);国家自然科学基金项目(50678176;50078006);教育部新世纪优秀人才支持计划项目(NCET-07-0866);铁道部科技研究开发计划项目(2006G009-A)

摘　　要：针对双块式无碴轨道结构特点,提出一种新的双块式无碴轨道空间振动分析模型,进一步建立高速列车—双块式无碴轨道系统空间振动分析方法。然后,基于列车脱轨能量随机分析理论,对高速列车—双块式无碴轨道系统横向振动稳定性及高速列车是否脱轨进行了评判。计算结果表明:高速列车以300 km/h速度在双块式无碴轨道上运行时,车轨系统横向振动是稳定的,列车不会脱轨,且具有n=2.143的抗脱轨安全系数。According to the structural characteristic of twin - block ballastless track, a new model of spatial vibration of the track was put forward. The analysis method of spatial vibration of high - speed train and twin - block ballastless track system was further established. The transverse movement stability of the high - speed train and twin - block ballastless track system and whether the high - speed train derailed or not were evaluated on the basis of the random energy analysis theory for train derailment. The results show that the transverse movement of the train -track system is stable, the high -speed train will not derail and the anti -derailment safety coefficient n is 2. 143 when the high - speed train runs on the double - block ballastless track at 300 km/h.

关 键 词：高速列车 脱轨 控制 双块式无碴轨道 抗脱轨安全系数 

分 类 号：U213.2[交通运输工程—道路与铁道工程] U260.11[机械工程—车辆工程]