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作 者:司道林[1,2] 王树国[1,2] 葛晶[1,2] 王猛[1,2] 钱坤[1,2] 杨东升[1,2] SI Daolin;WANG Shuguo;GE Jing;WANG Meng;QIAN Kun;YANG Dongsheng(Railway Engineering Research Institute, China Academy of Railway Sciences, Beijing 100081, China;State Key Laboratory for Track Technology of High-Speed Railway, China Academy of Railway Sciences, Beijing 100081, China)
机构地区:[1]中国铁道科学研究院铁道建筑研究所,北京100081 [2]中国铁道科学研究院高速铁路轨道技术国家重点实验室,北京100081
出 处:《中国铁路》2017年第12期18-22,共5页China Railway
基 金:中国铁道科学研究院科技研究开发计划项目(2015YJ026;2015YJ092)
摘 要:道岔是高速铁路关键基础设施之一,我国铺设了CN(德国)、CZ(法国)和客专线(中国)3种技术系列的高速铁路道岔。截至目前,3种技术系列的道岔均经历了8年以上的运营实践,总体状态良好,满足高速行车需求。但运营中也暴露出道岔区车体异常晃动、轨道部件伤损频繁、钢轨快速磨耗等问题,影响道岔区动力学性能。对道岔区存在的问题进行总结分类,并阐述形成机理及应对措施,为相关研究提供借鉴。Turnout is a critical component of high speed railway. Currently there are three series of highspeed turnout applied in China, namely CN (Germany), CA (France) and PDL (China) series. So far, all these three series of turnouts have been in service for more than 8 years, having shown good perlbrmance to meet the requirement of high-speed operation. However, some issues also exist, such as abnormal vibration of carbody in the turnout section, more damages of track components, early wear of rail, etc, which might impact the dynamic performance of high-speed train in the turnout section. The issues existing currently in the turnout section are classified and corresponding countermeasures proposed for reference of relevant research.
关 键 词:高速铁路 铁路道岔 结构体系 钢轨磨耗 运营现状 动力学
分 类 号:U213.6[交通运输工程—道路与铁道工程]
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