[1]胖涛,杨伟超,王田天,等.400 km/h高速铁路隧道洞口微气压波特征及其缓冲结构设计方法研究[J].高速铁路技术,2021,12(05):62-67.[doi:10.12098/j.issn.1674-8247.2021.05.012]
PANG Tao,YANG Weichao,WANG Tiantian,et al.Study on Characteristics of Micro-pressure Wave at Tunnel Portal of 400 km/h High-speed Railway and Design Method of Buffer Structure[J].HIGH SPEED RAILWAY TECHNOLOGY,2021,12(05):62-67.[doi:10.12098/j.issn.1674-8247.2021.05.012]
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400 km/h高速铁路隧道洞口微气压波特征及其缓冲结构设计方法研究()
《高速铁路技术》[ISSN:1674-8247/CN:51-1730/U]
- 卷:
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12卷
- 期数:
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2021年05期
- 页码:
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62-67
- 栏目:
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- 出版日期:
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2021-10-28
文章信息/Info
- Title:
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Study on Characteristics of Micro-pressure Wave at Tunnel Portal of 400 km/h High-speed Railway and Design Method of Buffer Structure
- 文章编号:
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1674—8247(2021)05—0062-06
- 作者:
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胖涛; 杨伟超; 王田天; 罗禄森; 何洪
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1. 中铁二院工程集团有限责任公司, 成都 610031;
2. 中南大学, 长沙 410083
- Author(s):
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PANG Tao; YANG Weichao; WANG Tiantian; LUO Lusen; HE Hong
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1. China Railway Eryuan Engineering Group Co., Ltd., Chengdu 610031, China;
2. Central South University, Changsha 410083, China
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- 关键词:
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400 km/h高速铁路|微气压波|缓冲结构|动模型
- Keywords:
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400 km/h high-speed railway|micro-pressure wave|buffer structure|dynamic model
- 分类号:
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U451+.3
- DOI:
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10.12098/j.issn.1674-8247.2021.05.012
- 文献标志码:
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A
- 摘要:
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隧道洞口微气压波与列车速度呈3~8次方的正比关系,并产生了显著的环境噪声,但国内外对400 km/h高速铁路隧道洞口微气压波特征及其缓冲结构设计的研究相对不足。针对这一问题,本文采用数值仿真和室内动模型试验相结合的方法,分析了400 km/h高速铁路隧道洞口的微气压波特征及其缓冲结构设计。结果表明:(1)隧道洞口微气压波峰值随列车速度的增大而急速增加,400 km/h速度下隧道洞口的微气压波峰值为350 km/h速度下的170%,远超规范允许值,且受隧道长度的影响规律与350 km/h速度存在一定差异;(2)对于400 km/h的高速铁路隧道,既有单一缓冲结构型式不能满足现有规范要求,采用等截面扩大+斜切+开孔的组合型缓冲结构可达到较好的效果。
- Abstract:
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The micro-pressure wave at the tunnel portal is proportional to the train speed to the power of 3~8, which produces significant environmental noise. However, the research on the characteristics of the micro-pressure wave at the tunnel portals of 400 km/h high-speed railway and the design method of its buffer structure is relatively insufficient both in China and abroad. To solve this problem, the characteristics of the micro-pressure wave at the portals of a 400 km/h high-speed railway tunnel and the design method of its buffer structure are analyzed by means of numerical simulation and indoor dynamic model test. The results show that:(1) The peak value of micro-pressure wave at the tunnel portals increases rapidly with the increase of train speed, and the peak value of micro-pressure wave at the tunnel portals at 400 km/h is 170% of that at 350 km/h, far exceeding the allowable value of the specifications, and the law is different from that at 350 km/h due to the tunnel length. (2) For the 400 km/h high-speed railway tunnel, the existing single buffer structure can not meet the requirements of the existing specifications, and the combined buffer structure with equal cross-section expansion + oblique cutting + opening can achieve better results.
备注/Memo
- 备注/Memo:
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作者简介:胖涛(1990-),男,教授级高级工程师。基金项目:中铁二院工程集团有限责任公司科技开发计划(KNSQ202061)引文格式:胖涛, 杨伟超, 王田天, 等. 400 km/h高速铁路隧道洞口微气压波特征及其缓冲结构设计方法研究[J]. 高速铁路技术,2021,12(5):62-67.PANG Tao, YANG Weichao, WANG Tiantian, et al. Study on Characteristics of Micro-pressure Wave at Tunnel Portal of 400 km/h High-speed Railway and Design Method of Buffer Structure [J]. High Speed Railway Technology, 2021, 12(5):62-67.
更新日期/Last Update:
2021-10-28