高速铁路隧道紧急救援站人员安全疏散可靠性研究OA
Reliability Study of Safe Evacuation of Personnel at Emergency Rescue Stations in High-speed Railway Tunnels
为实现高速铁路隧道紧急救援站人员安全疏散可靠性分析,提升高速铁路隧道防灾疏散救援安全性,采用资料调研、理论推导等方法,首先结合既有研究成果,分析影响高速铁路隧道紧急救援站人员可用安全疏散时间(ASET)及必需安全疏散时间(RSET)的随机因素;在此基础上,建立高速铁路隧道紧急救援站人员疏散可靠性评估模型;结合实际工程,评估人员安全疏散可靠性.研究结果表明:紧急救援站内横通道间距、紧急救援站范围内纵坡、紧急救援站排烟口间距、火灾发展速率及总排烟量是可用安全疏散时间(ASET)计算中的随机变量;疏散人员数量及紧急救援站横通道防护门通过速率是必需安全疏散时间(RSET)计算中的随机变量;排烟模式和不排烟模式下人员在紧急救援站疏散时的可用安全疏散时间理论计算模型分别为([T])d1=A*+B*α+C*α2+D*Qp+E*Q2p和([T])d2=F*+G*α+H*α2;包含人员下车、人员在紧急救援站站台上疏散及横通道口排队疏散三阶段的必需安全疏散时间理论计算模型为[T]d=N*Qc+O*/(P*-Qc)+R*Qc/Nd;结合既有工程实例,确定若要保证几乎不发生人员安全疏散失效情况,紧急救援站排烟量应≥285 m3/s.
This study aims to conduct a reliability analysis of safe evacuation of personnel at emergency rescue stations in high-speed railway tunnels,thereby enhancing safety in disaster prevention,evacuation,and rescue in these tunnels.Based on a literature review and theoretical derivation,the random variables affecting the Available Safe Egress Time(ASET)and the Required Safe Egress Time(RSET)for personnel at emergency rescue stations in high-speed railway tunnels were identified.On this basis,a reliability evaluation model for personnel evacuation at emergency rescue stations in high-speed railway tunnels was established.Finally,the reliability of safe evacuation was calculated using engineering data from an actual emergency rescue station in a high-speed railway tunnel.The results showed that the random variables in the calculation of ASET included the cross-passage spacing within the emergency rescue station,the longitudinal gradient within the station section,the spacing of smoke vents,the fire growth rate,and the total smoke exhaust rate.The random variables in the calculation of RSET included the number of evacuees and the throughput rate of the protective door at the cross-passage.The theoretical calculation models of ASET for personnel evacuation at the emergency rescue station under the smoke-exhaust mode and the no-smoke-exhaust mode were([T])d1=A*+B*α+C*α2+D*Qp+E*Q2p and([T])d2=F*+G*α+H*α2,respectively.In addition,the theoretical calculation model of RSET,[T]d=N*Qc+O*/(P*-Qc)+R*Qc/Nd,comprised three stages:evacuees alighting from the train,evacuees evacuating on the platform of the emergency rescue station,and evacuees queueing at the entrance of the cross passage.Using existing engineering cases,it was determined that,to ensure that personnel safe-evacuation failure is almost negligible,the smoke exhaust rate of the emergency rescue station should be≥285 m3/s.
王明年;郭晓晗;于丽;霍建勋;张晨妍;陈昕
西南交通大学交通隧道工程教育部重点实验室,成都 610031||西南交通大学土木工程学院,成都 610031西南交通大学交通隧道工程教育部重点实验室,成都 610031||西南交通大学土木工程学院,成都 610031西南交通大学交通隧道工程教育部重点实验室,成都 610031||西南交通大学土木工程学院,成都 610031西南交通大学交通隧道工程教育部重点实验室,成都 610031||西南交通大学土木工程学院,成都 610031||中国铁路经济规划研究院有限公司,北京 100038西南交通大学交通隧道工程教育部重点实验室,成都 610031||西南交通大学土木工程学院,成都 610031西南交通大学交通隧道工程教育部重点实验室,成都 610031||西南交通大学土木工程学院,成都 610031
交通工程
高速铁路铁路隧道紧急救援站人员安全疏散可靠性分析理论推导数值模拟
high-speed railwayrailway tunnelemergency rescue stationsafe evacuation of personnelreliability analysistheoretical derivationnumerical simulation
《铁道标准设计》 2026 (2)
114-121,8
中国国家铁路集团有限公司科技研究计划重点课题(N2022G023)
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