CN104727827B - 一种缓解高速列车在隧道内空气动力效应的铁路隧道 - Google Patents

一种缓解高速列车在隧道内空气动力效应的铁路隧道 Download PDF

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CN104727827B
CN104727827B CN201510021906.6A CN201510021906A CN104727827B CN 104727827 B CN104727827 B CN 104727827B CN 201510021906 A CN201510021906 A CN 201510021906A CN 104727827 B CN104727827 B CN 104727827B
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tunnel
well head
air flow
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CN104727827A (zh
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杜粉莲
陈丽莲
郭涛
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Jiangsu Hanxiang Construction Group Co ltd
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Quanzhou Taiwanese Investment Zone Huaao Electronic Technology Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/14Layout of tunnels or galleries; Constructional features of tunnels or galleries, not otherwise provided for, e.g. portals, day-light attenuation at tunnel openings

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  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
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  • Geochemistry & Mineralogy (AREA)
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  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Abstract

本发明公开了一种缓解高速列车在隧道内空气动力效应的铁路隧道,其在隧道衬砌顶部或者两侧边设有第一井口;在无砟轨道的中间设有第二井口;在岩体与隧道衬砌之间设置通风管道,通风管道一端与第一井口连通,另一端与第二井口连通,第一井口、第二井口和风道构成了空气流通结构体;沿着隧道长度方向间隔设有空气流通结构体,本发明缓解洞内瞬变压力、洞口微压波效应、隧道内气动荷载、机车阻力在内的各种空气动力效应。

Description

一种缓解高速列车在隧道内空气动力效应的铁路隧道
技术领域
本发明涉及高速铁路隧道领域,尤其涉及一种缓解高速列车在隧道内空气动力效应的铁路隧道。
背景技术
当高速列车通过隧道时,会发生一系列空气动力效应,包括:洞内的压力突然升高,导致机车内压力发生瞬变,压力的瞬变会在人体耳膜内产生压力差,导致乘客的耳膜不适,甚至头晕、呕吐,严重影响乘客的舒适性和健康。机车、隧道衬砌结构及隧道内辅助设施(如照明灯具等)受到气动荷载的反复作用,引起车体结构、隧道内辅助设施和隧道衬砌的疲劳损伤,降低隧道内辅助设施和隧道衬砌的耐久性和使用功能,缩短隧道内辅助设施的使用寿命,甚至危及行车安全。空气阻力增大,既导致机车运行能耗增加,又导致隧道内热量积聚和温度升高,造成各种安全隐患。
发明内容
本发明要解决的技术问题是当高速列车通过隧道时,缓解洞内瞬变压力、洞口微压波效应、隧道内气动荷载、机车附加空气阻力在内的各种空气动力效应。
本发明提供的技术方案是:一种缓解高速列车在隧道内空气动力效应的铁路隧道,在隧道衬砌顶部或者两侧边设有第一井口;在无砟轨道的中间设有第二井口;在岩体与隧道衬砌之间设置通风管道,通风管道一端与第一井口连通,另一端与第二井口连通,第一井口、第二井口和风道构成了空气流通结构体;沿着隧道长度方向间隔设有空气流通结构体。
进一步地,相邻的空气流通结构体间距范围为3-7m。相邻的空气流通结构体间距范围越小,更能缓解空气动力效应,但也会导致隧道结构对岩体支撑力不强,施工成本越高,选择3-7m的间距范围可以在合理的成本下达到缓解空气动力效应的目的。
进一步地,靠近隧道洞口的空气流通结构体距离洞口10-30m。此结构能够缓解洞口微压波效应。
进一步地,第一井口的横截面为圆形,且从开口处朝内直径逐步减小。此结构有利于引导隧道内的空气顺利进入第一井口内。
进一步地,第二井口的横截面为圆形,且从开口处朝内直径逐步增大。此结构有利于从第二井口出来空气相对集中,这样能够产生较大的气压。
与现有技术相比,本发明的有益效果是:在隧道内设置空气流通结构体,当列车高速驶过时,隧道内部分空气从第一井口进入,另一部分则从隧道洞口涌出,这延长了压缩波升高到压力最大值所经历的时间,降低机车内的瞬变压力和洞口微压波峰值,从而提高乘客的舒适性,有效缓解明洞内和机车外壁的负压,从而减轻气动荷载对明洞结构及辅助设施的疲劳损伤,同时进入第一井口的空气从第二井口喷出,且喷射到列车的正下方,对列车车上产生了一个向上的推力,减轻了列车车身对无砟轨道的压力,列车的动摩擦阻力会相应减小。
附图说明
图1 本发明的纵向结构示意图。
其中,1、岩体 2、隧道衬砌 3、无砟轨道 4、第一井口 5、第二井口 6、通风管道。
具体实施方式
结合说明书附图,对本发明实施方式具体说明。
实施例1 一种缓解高速列车在隧道内空气动力效应的铁路隧道,其中所述铁路隧道包括岩体1、支撑岩体的隧道衬砌2和无砟轨道3,在隧道衬砌2顶部或者两侧边设有第一井口4;在无砟轨道3的中间设有第二井口5;在岩体1与隧道衬砌2之间设置通风管道6,通风管道6一端与第一井口4连通,另一端与第二井口5连通,第一井口4、第二井口5和风道6可以在隧道内同一纵截面,第一井口4、第二井口5和风道6构成了空气流通结构体;沿着隧道长度方向间隔设有空气流通结构体。相邻的空气流通结构体间距范围优选为3-7米。
实施例2 在实施例1的基础上,靠近隧道洞口的空气流通结构体距离洞口10-30m。
实施例3 在实施例1或者2的基础上,第一井口4的横截面为圆形,且从开口处朝内方向直径逐步减小。
实施例4 在实施例3的基础上,第二井口5的横截面为圆形,且从开口处朝内直径逐步增大。
以上所述仅为本发明的较佳实施例,并不用以限制本发明,凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。

Claims (2)

1.一种缓解高速列车在隧道内空气动力效应的铁路隧道,其特征在于,在隧道衬砌顶部或者两侧边设有第一井口;在无砟轨道的中间设有第二井口;在岩体与隧道衬砌之间设置通风管道,通风管道一端与第一井口连通,另一端与第二井口连通,第一井口、第二井口和通风管道构成了空气流通结构体;沿着隧道长度方向间隔设有空气流通结构体,相邻的空气流通结构体间距范围为3-7m,所述第一井口的横截面为圆形,且从开口处朝内直径逐步减小,所述第二井口的横截面为圆形,且从开口处朝内直径逐步增大。
2.如权利要求1所述的一种缓解高速列车在隧道内空气动力效应的铁路隧道,其特征在于,靠近隧道洞口的空气流通结构体距离洞口10-30m。
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CN108411807A (zh) * 2017-01-21 2018-08-17 秦赵修 内置轨道的半封闭低风阻管道
RU2683841C1 (ru) * 2018-05-31 2019-04-02 Федеральное государственное бюджетное образовательное учреждение высшего образования "Петербургский государственный университет путей сообщения Императора Александра I" Тоннель для высокоскоростного подвижного состава
CN108930553A (zh) * 2018-07-27 2018-12-04 武汉工程大学 高速列车隧道压缩波消减结构
CN110329321B (zh) * 2019-08-13 2021-04-13 中铁西南科学研究院有限公司 一种列车车速控制方法、装置及存储介质
CN111894646B (zh) * 2020-06-29 2022-08-02 中铁第一勘察设计院集团有限公司 超长电气化铁路自然通风的通风***与通风方法
CN111852499B (zh) * 2020-06-30 2021-07-30 中南大学 一种时速600km以上磁悬浮铁路隧道的竖井设计方法
CN111852561B (zh) * 2020-07-31 2022-08-19 温州泰乐维工程设计有限公司 隧道活塞效应控制装置
CN112078598B (zh) * 2020-08-25 2021-10-29 温州融宸科技有限公司 隧道活塞效应减缓装置
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