- CSCD核心中文核心科技核心
- RCCSE(A+)公路运输高质量期刊T1
- Ei CompendexScopusWJCI
- EBSCOPж(AJ)JST
长大铁路隧道紧急救援站疏散设施设计参数研究
收稿日期: 2016-07-24
修回日期: 2016-12-13
网络出版日期: 2017-03-30
基金资助
国家自然科学基金(51308472); 中国铁路总公司科技研究开发计划课题(2014G004-C); 中国铁路总公司科技研究开发计划课题(2015T004-B); 西南交通大学博士研究生创新基金
Study of Design Parameters of Evacuation Facility of Emergency Rescue Stations in Long Railway Tunnel
Received date: 2016-07-24
Revised date: 2016-12-13
Online published: 2017-03-30
王明年 , 李琦 , 于丽 . 长大铁路隧道紧急救援站疏散设施设计参数研究[J]. 隧道建设, 2017 , 37(3) : 285 -290 . DOI: 10.3973/j.issn.1672-741X.2017.03.004
The evacuation time in different combinations of parameters of spacing and width of evacuation passageway and width of platform is calculated by buildingEXODUS simulation software considering characteristics, speed and path of evacuation, so as to improve the design parameters of evacuation facility of emergency rescue stations in long railway tunnel based on the principle of the minimum evacuation time and short gathering time. The study results show that: 1) The spacing of evacuation passageways should be smaller than 60 m, of which the width should be larger than 3.5 m. 2) The length of emergency rescue station platform of ordinary speed train with 17 carriages should be larger than 500 m, of which the height should higher than 0.3 m, and of which the width should larger than 2.5 m.
/
| 〈 |
|
〉 |