首页 | 本学科首页   官方微博 | 高级检索  
     检索      

京沪高铁隧道洞门气动特性分析
引用本文:赵文成.京沪高铁隧道洞门气动特性分析[J].路基工程,2013,0(3):114-116.
作者姓名:赵文成
作者单位:中铁第四勘察设计院集团有限公司,武汉 430063
基金项目:铁道部科技研究开发计划:高速铁路双线隧道缓冲结构深化研究
摘    要:在高速铁路建设中,隧道出口微压波控制是要考虑的重要课题之一。结合京沪高铁的西渴马二号隧道,对隧道洞口缓冲结构的设置参数进行了数值分析,评价了削竹结构和顶部开口结构在单一设置和组合设置情况下,对缓解微压波的效果。分析结果表明:开口式缓冲结构效果更好;组合缓冲结构的优化参数不可照搬单一设置时的优化参数。同时,通过分析,也证明了计算工况所采用的缓冲结构参数是科学合理的。

关 键 词:隧道    缓冲结构    微压波    压力梯度
收稿时间:2019-11-09

Analysis on Aerodynamic Characteristics of Tunnel Portal at Beijing-Shanghai Express Railway
Authors:ZHAO Wencheng
Abstract:In the course of high-speed railway building, controlling micro-pressure wave around tunnel exit is one of the problems that should be considered seriously. This paper, combining with the project of Xikema Tunnel 2 on Beijing-Shanghai high-speed railway, carried out numeral simulation in relation to parameter settings of buffer structure of the tunnel portal, and then assessed the effect of bamboo-truncating portal, top-opening hood and their combination on relief efficiency of micro-pressure wave respectively. The results show that as regards the relief efficiency, top-opening structure is better, and the optimized parameters of the combined buffer structure shall not simply copy those of the single structure; at the same time, through analysis, the results also indicate that the parameters of the buffer structure used in these cases are scientific and reasonable.
Keywords:tunnel  buffer structure  micro-pressure wave  pressure gradient
本文献已被 万方数据 等数据库收录!
点击此处可从《路基工程》浏览原始摘要信息
点击此处可从《路基工程》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号