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首页|期刊导航|中国铁道科学|时速400 km高速铁路车隧耦合气动效应研究进展

时速400 km高速铁路车隧耦合气动效应研究进展

叶阳升 马伟斌 田经纬 王继军 程爱君 李卓明

中国铁道科学2026,Vol.47Issue(3):1-13,13.
中国铁道科学2026,Vol.47Issue(3):1-13,13.DOI:10.3969/j.issn.1001-4632.2026.03.01

时速400 km高速铁路车隧耦合气动效应研究进展

Research Progress on Train-Tunnel Coupling Aerodynamic Effects of High-Speed Railways at 400 km·h-1

叶阳升 1马伟斌 2田经纬 2王继军 2程爱君 2李卓明2

作者信息

  • 1. 中国国家铁路集团有限公司,北京 100844||中国铁道科学研究院集团有限公司 高速铁路轨道系统全国重点实验室,北京 100081
  • 2. 中国铁道科学研究院集团有限公司 高速铁路轨道系统全国重点实验室,北京 100081||中国铁道科学研究院集团有限公司 铁道建筑研究所,北京 100081
  • 折叠

摘要

Abstract

The CR450 Science and Technology Innovation Project has set clear requirements for the development of high-speed railway technologies at 400 km·h-1 and above.As the operating speed of electric multiple units(EMUs)continues to increase,the aerodynamic effects induced during tunnel passage become increasingly significant,affecting operational comfort and safety.Based on a literature review,numerical simulations,and full-scale field tests,this study investigates key technical issues related to high-speed railway tunnels at 400 km·h-1,including reasonable tunnel clearance area,mitigation measures for micro-pressure waves,aerodynamic loads on ancillary facilities,and EMU noise.The results show that when the train sealing index exceeds 17 s,a tunnel with a clearance area of 100 m² can still satisfy the requirements for ride comfort and carbody structural strength during operation at 400 km·h-1.Under the action of compression wave,the peak micro-pressure wave increases sharply when the tunnel length exceeds 4.0 km;therefore,special attention should be paid to mitigation schemes such as reducing the blockage ratio,installing portal mitigation structures,and arranging auxiliary tunnels inside the main tunnel.The recommended positive and negative peak aerodynamic loads on ancillary facilities in 400 km·h-1 high-speed railway tunnels are 3.0 and 4.8 kPa,respectively,under single-train operation,and 6.2 and 10.2 kPa,respectively,under train-crossing operation.After speed enhancement,both interior and exterior noise levels in tunnel environments increase significantly with increasing train speed.The interior and exterior noise levels of passenger cars can reach approximately 80 and 125 dB(A),respectively.Interior noise can be reduced through integrated train-infrastructure design and other coordinated measures.

关键词

CR450科技创新工程/隧道工程/时速400 km/气动效应/微气压波/附属设施气动载荷/气动噪声

Key words

CR450 Science and Technology Innovation Project/Tunnel engineering/400 km·h-1/Aerodynamic effects/Micro-pressure waves/Aerodynamic loads on ancillary facilities/Aerodynamic noise

分类

交通工程

引用本文复制引用

叶阳升,马伟斌,田经纬,王继军,程爱君,李卓明..时速400 km高速铁路车隧耦合气动效应研究进展[J].中国铁道科学,2026,47(3):1-13,13.

基金项目

国家重点研发计划项目(2022YFB2603400) (2022YFB2603400)

中国铁道科学

1001-4632

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