布设方式对避险设施承受爆炸冲击载荷的影响

    Influence of Explosion Shock Wave Loaded on Coal Mine Refuge Facilities in Different Layout Modes

    • 摘要: 为了研究井下发生瓦斯煤尘爆炸时,布设方式对避险设施承受爆炸冲击载荷的影响,在相同爆源条件下,以救生舱为例,对其在居中、一侧、扩帮、专用硐室和联络巷典型布设方式下,舱体承受冲击波载荷进行了有限元模拟计算,对比分析了不同布设方式下舱体各端面所受冲击载荷特性。模拟计算结果表明,一侧布设方式舱体左侧前部冲击波超压较居中布设方式略有增大,其他各端面超压基本相同;扩帮布设方式可有效减小舱体前端冲击波压力,但在不完全扩帮情况下由于巷道壁反射作用,后端冲击压力会急剧上升;专用硐室布设方式舱体前端压力明显减小,后端冲击压力逐渐增加;联络巷布设方式改变了爆源产生的冲击波对舱体前端面的作用方向,由正面冲击变为侧向划过,使得前端面所受冲击压力大幅降低,其他各端面超压较小,在井下具备安装条件时,推荐采用联络巷布设方式。

       

      Abstract: To study the influence of explosion shock wave loaded on coal mine refuge facilities in different layout modes when gas and coal dust explosion is in underground coal mine. Taking refuge chamber as an example, under the condition of the same blast energy, shock wave loaded on chamber is simulated in typical layout modes including in the middle, the side, the side-expand, crossheading and exclusive underground chamber. Then, the load characteristics of different chamber face are analyzed. The simulation results show that the overpressure of left front side in side layout mode is slightly larger than that in the middle layout mode, while the other sides are basically the same; overpressure of front side in side-expand layout mode is effectively reduced, however, rear shock pressure will rise sharply in the incomplete expansion layout mode due to the tunnel wall reflection; overpressure of front side in exclusive underground chamber is significantly reduced, meanwhile, rear shock pressure increases gradually; the direction of shock wave loaded in the front side of chamber is changed from positive impact to lateral across in crossheading layout mode, which leads to the results that the overpressure of front side is greatly reduced, when the overpressure of other side is decreased to some extent. In short, crossheading layout mode is recommended when all the necessary conditions are in place.

       

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