摘要
研究了时速250 km以上高速列车制动系统,分析了高速列车的运行阻力、制动力与制动距离。根据目标距离模式曲线理论,建立了高速列车的制动模式曲线分段迭代模型。应用MAT-LAB/Simulink软件,分析了CRH2-300型高速列车在平直道上、15‰与25‰直坡道上的运行阻力的变化,对比了CRH2-300型和CRH3型高速列车在制动初速为300 km.h-1时的常用和紧急制动曲线。计算结果表明:在平直道上,CRH2-300型高速列车紧急制动距离为2 786.68 m,CRH3型高速列车紧急制动距离为3 319.37 m,均满足紧急制动距离小于3 700 m的制动要求;仿真制动曲线和实际制动曲线基本一致,验证了分段迭代算法的有效性。
The braking system of high-speed train above 250 km·h-1 was studied,and the running resistance,braking force and braking distance of high-speed train were analyzed.Based on curve theory of target distance mode,the piecewise iteration model of braking mode curve for high-speed train was proposed.With MATLAB/Simulink software,the changes of running resistances on flat-straight line,direct ramp with grade 15‰ and direct ramp with grade 25‰ for CRH2-300 type high-speed train were analyzed,and the normal braking curves and emergency braking curves of CRH2-300 type and CRH3 type high-speed trains at initial braking speed 300 km·h-1 were compared.Calculation result indicates that the emergency braking distance of CRH2-300 type high-speed train is 2 786.68 m on direct ramp,the emergency braking distance of CRH3 type high-speed train is 3 319.37 m on direct ramp,and both of them are less than 3 700 m,which is the maximum braking distance of braking requirement.Simulation braking curves almost consistent with actual braking curves,which verifies the validity of piecewise iteration algorithm.1 tab,12 figs,10 refs.
出处
《交通运输工程学报》
EI
CSCD
北大核心
2011年第3期41-46,54,共7页
Journal of Traffic and Transportation Engineering
基金
国家自然科学基金项目(60736047)
铁道部科技研究开发计划项目(2009X003-G
2010X001-A
Z2009-059)
轨道交通控制与安全国家重点实验室自主研究课题(RCS2009ZT013)
中央高校基本科研业务费专项资金项目(2009JBM005)
关键词
高速列车
制动模式
常用制动
紧急制动
制动距离
运行阻力
模式曲线
high-speed train
braking mode
service brake
emergency brake
braking distance
running resistance
mode curve