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高速列车穿越地下车站气动压力缓解措施动模型试验研究

邹时晓 江衍 罗瑜萱 周丹 孟爽

中南大学学报(自然科学版)2026,Vol.57Issue(6):2413-2425,13.
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中南大学学报(自然科学版)2026,Vol.57Issue(6):2413-2425,13.DOI:10.11817/j.issn.1672-7207.2026.06.003

高速列车穿越地下车站气动压力缓解措施动模型试验研究

Experimental study on aerodynamic pressure mitigation measures for high-speed trains passing through underground stations using a moving model rig

邹时晓 1江衍 1罗瑜萱 1周丹 2孟爽2

作者信息

  • 1. 南昌昌北国际机场有限公司,江西 南昌,330038
  • 2. 中南大学交通运输工程学院轨道交通安全教育部重点实验室,湖南 长沙,410075||中南大学轨道交通安全关键技术国际合作联合实验室,湖南 长沙,410075||中南大学轨道交通列车安全保障技术国家地方联合工程研究中心,湖南 长沙,410075
  • 折叠

摘要

Abstract

High-speed trains passing through underground stations generate significant aerodynamic effects,and effective mitigation measures are required to reduce aerodynamic pressure and ensure safe train operation.In this study,a moving model test method was adopted,and a 1︰20 scaled train-tunnel-station coupled model test platform was constructed to realistically replicate the complex aerodynamic phenomena during train passage through underground stations.The reliability of the test platform was verified through repeatability tests.The pressure variation characteristics on tunnel walls,platform screen door(PSD)surfaces,and partition walls were analyzed when the train speed reached 350 km/h.Furthermore,the influence mechanisms of piston ventilation shaft location and area,as well as the opening ratio of the tunnel buffer structure,were investigated from the perspectives of pressure wave propagation,reflection,and superposition.The results show that arranging piston ventilation shafts centrally on both sides yields the optimal pressure mitigation effect.The results show that increasing the area of the piston ventilation shafts effectively alleviates the pressure on PSD surfaces.In addition,increasing the opening ratio of the tunnel buffer structure significantly reduces the amplitude of micro-pressure wave at the tunnel portal.Specifically,at distances of 0.5,1.0 and 2.5 m from the exit,the micro-pressure wave amplitudes with a 19.2%opening ratio decrease by 18.83%,19.42%,and 34.09%,respectively,compared to those with an 11.5%opening ratio.These findings provide data support for evaluating the operational status of high-speed trains and for optimizing the design of pressure mitigation measures in tunnel-station systems.

关键词

高速列车/地下车站/气动压力/活塞风井/动模型试验

Key words

high-speed train/underground station/aerodynamic pressure/piston airshaft/moving model tests

分类

交通工程

引用本文复制引用

邹时晓,江衍,罗瑜萱,周丹,孟爽..高速列车穿越地下车站气动压力缓解措施动模型试验研究[J].中南大学学报(自然科学版),2026,57(6):2413-2425,13.

基金项目

国家自然科学基金资助项目(U2468220)(Project(U2468220)supported by the National Natural Science Foundation of China) (U2468220)

中南大学学报(自然科学版)

1672-7207

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