京雄城际高铁桥梁全封闭声屏障脉动风压特性研究OACHSSCD
Study on the Pulsating Wind Pressure Characteristics of Fully Enclosed Sound Barriers on Bridges of Beijing-Xiong'an Intercity High-speed Railway
依托京雄城际高速铁路桥梁全封闭钢结构声屏障工程,对列车通过全封闭声屏障的脉动风压特性进行研究.构建三维流场数值仿真模型,系统研究了列车在不同运行速度条件下,以单列运行或交会运行方式通过时,声屏障壁面所受脉动风压的空间分布特性.结果表明,在单列列车穿越声屏障结构时,其所诱导的脉动风压时程响应曲线呈现出"波峰-波谷-波峰"的典型波动模式;在列车交会运行条件下,位于声屏障出入口的风压响应多呈现出"波峰-波谷-波谷-波峰"的变化特征,而中部区域的响应则仍保持"波峰-波谷-波峰"的规律性特征.进一步研究还发现,列车速度的提升导致脉动风压的变化周期明显减小,反映出更高运行速度下流场扰动的频率特性增强,风压峰值也出现了二次变化的趋势.
This study investigates the pulsating wind pressure characteristics of full-enclosure steel noise barriers on the Beijing-Xiong'an intercity high-speed railway bridges.A three-dimensional nu-merical simulation model of the airflow field was constructed.It was used to study the spatial distribu-tion of pulsating wind pressure on the barrier surface.The study considered different train operating speeds,including single-train and train-meeting scenarios.Results show that when a single train passes through the noise barrier,the induced pulsating wind pressure time-history response follows a typical pattern of"peak-trough-peak".Under the train-meeting condition,the wind pressure response exhibits the pattern"peak-trough-trough-peak",while the central region maintains the regular"peak-trough-peak"pattern.Further analysis reveals that increasing train speed reduces the wind pressure fluctuation period,indicating higher disturbance frequency at higher speeds,with secondary variations in the wind pressure peaks.
李明;缪长青;秦科;周继超;张海瑜;董鹏宇
东南大学 混凝土与预应力混凝土结构教育部重点实验室,江苏 南京 211189||中交建筑集团有限公司,北京 101304东南大学 混凝土与预应力混凝土结构教育部重点实验室,江苏 南京 211189||东南大学 土木工程学院,江苏 南京 211189合肥工业大学 土木与水利工程学院,安徽 合肥 230009中国铁路设计集团有限公司,天津 300308中国铁路设计集团有限公司,天津 300308东南大学 土木工程学院,江苏 南京 211189
建筑与水利
高铁桥梁钢结构全封闭式声屏障计算流体力学脉动风压
high-speed railway bridgesteel structurefully enclosed sound barriercomputational fluid dynamicspulsating wind pressure
《土木工程与管理学报》 2026 (1)
1-9,34,10
国家铁路集团"智能京雄关键技术研究"项目(P2018G004)
评论