摘要
研究目的:为解决高铁部分车型的16节长编组和重联动车组在司机按照ATP行车曲线控车进站停车时,由于信号机、应答器和站台停车标设置距离不理想,导致尾部车厢不能完全停进站台,尾部车门无法上下旅客的问题,本文将列车出发的追踪时间间隔和列车运行控制系统行车的距离作为研究对象,进行数学建模并经过详细的计算,提出高铁车站出站信号机-停车标最小及合理距离设置方案。研究结论:(1)高速铁路车站的信号平面设计与站场、轨道、车辆等专业密切相关;(2)列车停车标至出站信号机间的距离为满足出发列车出发及列车追踪时间间隔的关键因素之一;(3)车站到发线有效长650 m,450 m站台,出站信号机距停车标距离为65 m;(4)车站到发线有效长大于650 m,出站信号机距停车标合理距离宜为80 m;(5)本研究成果可为高铁车站信号平面图设计提供借鉴或参考。
Research purposes： There is a problem of partial types of coupled EMU trains cannot absolutely connecting to the platform due to the unsatisfactory setting distance of the signal,balise and train stop sign,when the driver controls the train to stop in accordance with the ATP driving curve. The tracking time interval of the train departure and the distance of the train operation control system are taken as research objects,mathematical modeling and detailed calculations are performed,and a technical solution is proposed.Research conclusions：（ 1） The signal plane design of high-speed railway station is closely related to station,track,vehicle,etc.（ 2） The distance between the train stop sign and the starting signal is one of the key factors to satisfy the train departure time and train tracking time interval.（ 3） Track effective length 650 m,platform 450 m,the distance between the train stop sign and the starting signal is 65 m.（ 4） Track effective length more than 650 m,the better distance between the train stop sign and the starting signal is 80 m.（ 5） The research results can provide reference for signaling design of high speed railway station.
作者
赵博
ZHAO Bo(China Railway Siyuan Survey and Design Group Co.Ltd,Wuhan,Hubei 430063,China)
出处
《铁道工程学报》
EI
北大核心
2018年第10期69-72,共4页
Journal of Railway Engineering Society
关键词
高速铁路
出站信号机
停车标
应答器
high speed railway
starting signal
train stop sign
balise
