中国安全科学学报 ›› 2025, Vol. 35 ›› Issue (6): 209-215.doi: 10.16265/j.cnki.issn1003-3033.2025.06.1174

• 应急技术与管理 • 上一篇    下一篇

巷道分岔角和障碍物对矿工疏散效率的影响

司俊鸿1(), 于跃洁1, 李林2, 范若婷1   

  1. 1 华北科技学院 应急技术与管理学院,河北 廊坊 065201
    2 辽宁工程技术大学 安全科学与工程学院,辽宁 阜新 123000
  • 收稿日期:2025-02-10 修回日期:2025-04-12 出版日期:2025-06-28
  • 作者简介:

    司俊鸿 (1985—),男,陕西西安人,博士,教授,主要从事应急处置与救援技术、矿井通风与火灾防治方面的研究。E-mail:

  • 基金资助:
    中央高校基本科研业务费专项资金项目(3142023021); 河北省高等学校科研项目青年基金(QN2025274); 廊坊市科学技术研究与发展计划项目(2024029027)

Influence of roadway bifurcation angle and obstacles on evacuation efficiency of miners

SI Junhong1(), YU Yuejie1, LI Lin2, FAN Ruoting1   

  1. 1 School of Emergency Technology and Management, North China Institute of Science and Technology, Langfang Hebei 065201, China
    2 College of Safety Science and Engineering, Liaoning Technical University, Fuxin Liaoning 123000, China
  • Received:2025-02-10 Revised:2025-04-12 Published:2025-06-28

摘要:

为提升矿工应急疏散能力,针对水平巷道和倾斜巷道分别构建巷道分岔角(45、60、90、135、180°)仿真模型,并基于社会力理论,分析巷道分岔角随疏散时间的变化特性及主要作用力,建立巷道分岔角与疏散参数的关系模型,采用正交试验探究最佳分岔角下障碍物长度、宽度及位置对矿工疏散效率的影响。结果表明:巷道疏散过程可分为排队通行、竞争平衡及社会力作用后阶段3个阶段;疏散时间随着巷道分岔角度的增大而减少,符合三次多项式关系;确定最佳分岔角为135°;障碍物对疏散效率的影响顺序为障碍物宽度>障碍物长度>障碍物位置,障碍物宽度与疏散时间呈指数关系;将巷道分岔角、坡度和障碍物宽度作为静态影响系数,计算得出最佳分岔角下当障碍物宽度大于2 m时,巷道当量长度受障碍物宽度影响较大。

关键词: 巷道分岔角, 障碍物, 疏散效率, 应急疏散, 社会力

Abstract:

To improve the emergency evacuation ability of miners, simulation models of roadway bifurcation angles (45, 60, 90, 135, 180°) were constructed for horizontal roadway and inclined roadway, respectively. Based on social force theory, the changing characteristics and main forces of roadway bifurcation angles with evacuation time were analyzed, and a relationship model between roadway bifurcation angles and evacuation parameters was established. The orthogonal test was used to investigate the influence of the length, width and position of obstacles on the evacuation efficiency of miners. The results showed that the evacuation process of roadway could be divided into queue passage stage, competitive balance stage and social force effect stage, and the evacuation time decreased with the increase of roadway bifurcation angle, which followed with the cubic polynomial relationship. The optimum bifurcation angle was determined to be 135°. The order of the influence of obstacles on evacuation efficiency is the width of the obstacle> the length of the obstacle > the position of the obstacle, and the width of the obstacle has an exponential relationship with the evacuation time. Taking the roadway bifurcation angle, slope and obstacle width as the static influence coefficients, the calculation shows that under the optimal bifurcation angle, the equivalent length of the roadway is significantly affected by the obstacle width when the obstacle width is greater than 2 m.

Key words: roadway bifurcation angle, obstacle, evacuation efficiency, emergency evacuation, social forces

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