高速铁路纵断面设置对乘坐舒适性影响评价

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摘要研究目的：高速铁路线路线形引起的车辆振动响应主要集中在1 Hz以下的低频范围内，为了有效区分轨道不平顺等引起的车辆振动，从乘坐舒适性角度评价线路线形的合理性、确定线路参数的取值，本研究针对纵断面坡段长度引起的舒适性问题，应用国际标准ISO 2631中的基于不同频段的舒适性评价方法对0.02~4 Hz和0.5~80 Hz两个频段内的车体垂向振动响应分别进行晕动感（运动病，motion sickness）和舒适度（comfort）指标的评价。

研究结论：（1）夹坡段长度对竖曲线起终点引起的振动叠加有较大影响，当夹坡段长度大于200 m时，振动可有效衰减，避免叠加；（2）竖曲线激发的垂向主要振动频率与运行速度及坡段长度有关，且可能位于晕动易感频段内；（3）纵断面设置引起的晕动及舒适度问题主要受坡度代数差和夹坡段长度影响，综合考虑振动叠加和低频晕动易感频段的影响，给出了夹坡段最小长度的合理取值；（4）本研究提出的应用基于ISO 2631的低频晕动感评价方法可为高速铁路线路线形研究提供更为可靠的手段。

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关键词 ：高速铁路, 线路纵断面, 晕动感, 舒适度, 夹坡段

Abstract：Abstract：Research purposes： The frequency distributions of the vibration excited by track alignment of high-speed railway are mainly below 1 Hz. In order to distinguish the vibrations excited by track alignment from those excited track irregularity and so on, evaluate the comfort and determine the parameter of track alignment, the evaluation of the motion sickness and ride comfort caused by track vertical grade sections is performed with the frequency distributions 0.02~4 Hz and 0.5~80 Hz, respectively, based on the comfort assessment method proposed by ISO 2631.

Research conclusions：(1) The length of the intermediate grade section between vertical curves has a great impact on the overlap of the vibration excited by the beginning and ending of vertical curves, and the vibrations can be attenuated remarkably and the vibration overlap can be avoided when the length of the intermediate grade section is longer than 200 m. (2) The vibration frequencies aroused by vertical curves are related to the running speed and the length of grade sections, and may be in the ranges of the frequency bands of motion sickness. (3) The motion sickness and ride comfort caused by track vertical alignment are mainly influenced by the algebraic difference between adjacent gradients of adjacent grade sections and the length of intermediate grade sections, and the minimum length of the intermediate grade section are proposed taking the vibration overlap and motion sickness into account. (4) The comfort assessment method proposed in this paper based on the method for low frequency vibration proposed by ISO 2631 can be applied to the analysis of the track alignment of high-speed railway.

Key words： Key words: high-speed railway track vertical alignment motion sickness comfort intermediate grade section

基金资助:中国铁路总公司科技研究开发计划重点课题（2014G010-H）

作者简介: 龙许友，1980年出生，男，高级工程师。

引用本文:

龙许友1 时瑾2 方文珊2. 高速铁路纵断面设置对乘坐舒适性影响评价[J]. 铁道工程学报, 2015, 32(4): 48-.
LONG Xu-you1, SHI Jin2, FANG Wen-shan2. Evaluation of Ride Comfort Caused by Track Vertical Alignment of High-speed Railway. 铁道工程学报, 2015, 32(4): 48-.

链接本文:

http://tdgcxb.crec.cn/CN/ 或 http://tdgcxb.crec.cn/CN/Y2015/V32/I4/48

［1］GB 5599—1985，铁道车辆动力学性能评定和试验鉴定规范［S］.
GB 5599—1985，Railway Vehicles-Specification for Evaluation the Dynamic Performance and Accreditation Test［S］.
［2］UIC 513，Guidelines for Evaluating Passenger Comfort in Relation to Vibration in Railway Vehicles［S］. ［3］Suzuki H. Research Trends on Riding Comfort Evaluation in Japan［J］. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit，1998(1):61-72.
［4］Kim Y G, Won H B, Kim S W, etc. Correlation of Ride Comfort Evaluation Methods for Railway Vehicles［J］. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit，2003(2):73-88.
［5］王开云, 周维俊. 高中速客专和高低速客货共线铁路不同坡段组合的动力学性能之比较研究［J］. 铁道工程学报,2005(5):1-4.
Wang Kaiyun, Zhou Weijun. Comparison on Dynamics Performance of Different Sections of Mixed Railway With Passenger and Freight Traffic ［J］. Journal of Railway Engineering Society,2005(5):1-4.
［6］龙许友, 魏庆朝, 郑方圆. 铁路缓和曲线动力分析［J］. 力学工程协会会刊F辑：铁道与快轨交通学报，2010(1):1-14.
Long Xuyou, Wei Qingchao, Zheng Fangyuan. Dynamic Analysis of Railway Transition Curves［J］. Proceedings of the Institution of Mechanical Engineers, Part F:Journal of Rail and Rapid Transit,2010(1):1-14.
［7］龙许友, 时瑾, 王英杰, 等. 高速铁路线路线形动力仿真及乘坐舒适度评价［J］. 铁道科学与工程学报, 2012(3):26-33.
Long Xuyou, Shi Jin, Wang Yingjie, etc. Dynamic Simulation and Ride Comfort Evaluation of Track Alignment for High Speed Railway［J］. Journal of Railway Science and Engineering, 2012(3): 26-33.
［8］Ueno M, Ogawa T, Nakagiris, 等. 铁道车辆高速通过曲线引起的晕动研究［J］. 日本工业卫生学报,1986(4):266-274.
Ueno M, Ogawa T, Nakagiris, etc. Studies on Motion Sickness Caused by High Curve Speed Railway Vehicles. Evaluation of the Swing and Its Effects on Passengers and Conductors［J］. Sangyo igaku. Japanese Journal of Industrial Health, 1986(4):266-274.
［9］Donohew B E, Griffin M J. 摆式车辆低频运动与晕动感研究［J］. 力学工程协会会刊F辑：铁道与快轨交通学报,2007(1):125-133.
Donohew B E, Griffin M J. Low Frequency Motions and Motion Sickness on a Tilting Train ［J］. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2007(1):125-133.
［10］ISO 2631—1,人体承受机械振动评估一：一般要求［S］.
ISO 2631—1,International Organization for Standardization. Mechanical Vibration and Shock-Evaluation of Human Exposure to Whole-body Vibration-Part 1: General Requirements［S］.
［11］ISO 2631—4， Mechanical Vibration and Shock- Evaluation of Human Exposure to Whole-body Vibration-Part 4：Guidelines for the Evaluation of the Effects of Vibration and Rotational Motion on Passenger and Crew Comfort in Fixed- guideway Transport Systems［S］.