中国安全科学学报 ›› 2025, Vol. 35 ›› Issue (2): 196-202.doi: 10.16265/j.cnki.issn1003-3033.2025.02.1648

• 安全工程技术 • 上一篇    下一篇

双爆源瓦斯爆炸对巷道冲击破坏特性的影响研究

滕洋洲1(), 叶青1,2,3,**(), 贾真真1,2,3   

  1. 1 湖南科技大学 资源环境与安全工程学院,湖南 湘潭 411201
    2 湖南科技大学 地下空间防火防爆材料与装备湖南省工程研究中心,湖南 湘潭 411201
    3 湖南科技大学 火灾爆炸防控与应急技术湖南省普通高等学校重点实验室,湖南 湘潭 411201
  • 收稿日期:2024-09-09 修回日期:2024-11-11 出版日期:2025-02-28
  • 通信作者:
    **叶青(1976—),男,江西贵溪人,博士,教授,主要从事瓦斯灾害防治理论与技术研究。E-mail:
  • 作者简介:

    滕洋洲 (2000—),男,湖南衡阳人,硕士研究生,研究方向为瓦斯灾害防治等。E-mail:

    贾真真 副教授

  • 基金资助:
    国家自然科学基金资助(52174177); 国家自然科学基金资助(52174178)

Study on impact damage characteristics of roadway caused by double explosion source gas explosion

TENG Yangzhou1(), YE Qing1,2,3,**(), JIA Zhenzhen1,2,3   

  1. 1 School of Resource, Environment and Safety Engineering, Hunan University of Science and Technology, Xiangtan Hunan 411201, China
    2 Hunan Engineering Research Center for Fire and Explosion Prevention Materials and Equipment in Underground Spaces, Xiangtan Hunan 411201, China
    3 Key Laboratory of Fire and Explosion Prevention and Emergency Technology in Hunan Province, Xiangtan Hunan 411201, China
  • Received:2024-09-09 Revised:2024-11-11 Published:2025-02-28

摘要:

为探究巷道内双爆源瓦斯爆炸冲击波对巷道壁面的破坏特性,利用LS-Dyna建立巷道双爆源瓦斯爆炸模型,分析双爆源瓦斯爆炸作用下巷道内冲击波压力分布变化及围岩冲击应力分布变化,并测定双爆源瓦斯爆炸时巷道内轴向压力的变化和对称切面围岩损伤破坏演化情况。结果表明:巷道内双爆源冲击波之间的相互作用使得巷道内的冲击波压力情况与单爆源时有着较大区别,发生双爆源瓦斯爆炸的巷道轴向各位置将会出现2次压力峰值,第1次压力峰值的大小与该处与近爆源的距离呈负相关性,而第2次压力峰值的大小与该处离2爆源间冲击波碰撞面的距离呈负相关性,巷道内双爆源的冲击波碰撞前后压力峰值并非简单的线性叠加而是急剧攀升;围岩壁面的损伤演化过程与冲击波压力传播和冲击应力的扩散过程类似,但相比于两者具有滞后性,并且冲击波的作用时间对围岩的损伤深度起着关键作用,在发生双爆源瓦斯爆炸的巷道内顶板的损伤破坏最为严重。

关键词: 双爆源, 瓦斯爆炸, 巷道, 冲击波, 冲击应力, 破坏特性

Abstract:

In order to study the damage characteristics of gas explosion from double explosion sources in roadway wall, the gas explosion model of roadway with double explosion sources was established by using LS-Dyna, and the pressure propagation and impact stress of shock wave in roadway under the gas explosion action of double explosion sources were analyzed. The change of axial pressure in the roadway and the damage to surrounding rock in the symmetrical section were measured when gas explosion with double explosion sources occurred. The research results show that the interaction between the shock waves generated by double explosion sources in the roadway results in a significant disparity in pressure compared to that of a single explosion source. At each axial position where the gas explosions from the double sources occur, there are two distinct pressure peaks, with the magnitude of the first peak negatively correlated with its proximity to the nearest explosion source. The value of the second peak pressure is negatively correlated with its distance from the collision surface where shock waves from two sources meet. The peak pressures before and after this collision were not a simply linear superimposition, but a sharp rise. The damage evolution process on surrounding rock wall surfaces resembles that of diffusion for shock wave pressure propagation and shock stress, although it is lagging these two phenomena. Furthermore, the duration of shock wave action plays a crucial role in determining the thickness of damage inflicted on surrounding rock formations, with roof damage being most severe in roadways subjected to double explosion source gas explosions.

Key words: double explosion sources, gas explosion, roadway, shock wave, impact stress, damage characteristics

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