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160km/h市域快速轨道交通最小竖曲线半径的动力学分析
引用本文:郭旺旺,易思蓉,王宙.160km/h市域快速轨道交通最小竖曲线半径的动力学分析[J].铁道建筑,2019(7):134-136,150.
作者姓名:郭旺旺  易思蓉  王宙
作者单位:西南交通大学土木工程学院;西南交通大学高速铁路线路工程教育部重点实验室
基金项目:国家重点研发计划(2016YFB1200602-A21-2)
摘    要:基于SIMPACK动力学软件创建了适用于160 km/h市域快速轨道交通的车线动力学仿真模型,在不同竖曲线半径的纵断面线路上进行了仿真分析。结果表明:车体垂向加速度最大值随着竖曲线半径的增大而减小,两者成二次降函数关系;建议160 km/h市域快速轨道交通的车体垂向加速度允许值取0.17 m/s2,最小竖曲线半径取12 km。

关 键 词:市域快速轨道交通  最小竖曲线半径  仿真分析  车线动力学模型  技术标准

Dynamics Analysis on Minimum Vertical Curve Radius of Urban Rapid Rail Transit at Speed 160 km/h
GUO Wangwang,YI Sirong,WANG Zhou.Dynamics Analysis on Minimum Vertical Curve Radius of Urban Rapid Rail Transit at Speed 160 km/h[J].Railway Engineering,2019(7):134-136,150.
Authors:GUO Wangwang  YI Sirong  WANG Zhou
Institution:(School of Civil Engineering,Southwest Jiaotong University,Chengdu Sichuan 610031,China;MOE Key Laboratory of High-speed Railway Engineering,Southwest Jiaotong University,Chengdu Sichuan 610031,China)
Abstract:A vehicle-rail dynamic simulation model for 160 km/h urban rapid rail transit was established based on SIMPACK dynamics software,and the simulation analysis was carried out on the vertical section railway lines with different vertical curve radius.The results show that the maximum vertical acceleration of train decreases with the increase of the vertical curve radius and the relationship between them is quadratic descending function.It is suggested that the train allowable vertical acceleration of 160 km/h urban rapid rail transit should be 0.17 m/s2 and the minimum vertical curve radius should be 12 km.
Keywords:Urban rapid rail transit  Minimum vertical curve radius  Simulation analysis  Vehicle-rail dynamic model  Technical standard
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