封闭巷道挡板对爆炸冲击波传播的影响研究

    Research on the influence of closed roadway baffle on propagation of explosive shock wave

    • 摘要: 为了研究封闭巷道岔路口处挡板设置位置对冲击波传播特性影响,使用ANSYS数值计算软件进行二维爆炸流场模拟,针对挡板的方向及位置进行了比较,监测并绘制了管网中各点的超压变化曲线以及挡板处的速度矢量图,分析爆炸冲击波的传播规律。研究结果表明:单挡板放置在冲击波去向侧时,对巷道底部的超压影响相比无挡板的情况变化不大,但对封闭巷道中心部位的超压削弱效果最佳,并对压力的波动具备一定稳定效果;在设置双挡板且双挡板均放置在冲击波去向侧时,对封闭巷道中心部位的超压削弱程度最大,而双挡板异侧放置且入口处挡板在冲击波来向侧时,对巷道内壁面的超压削弱效果最佳。

       

      Abstract: In order to research the impact of baffle location on the shockwave propagation characteristics in a fork road of closed roadway, using ANSYS to simulate the two-dimensional explosion flow field, then comparing the baffle in the different situations and positions, we monitor and draw the overpressure change curves of each point in tunnel and the velocity vector diagrams at baffle, which can be used to analyze the propagation law of explosion shock wave. The result shows that when the single baffle is placed on the direction of shock wave, the influence on overpressure at the bottom of tunnel has little change compared with the same tunnel without baffle, but having the best effect on reducing overpressure at the center of closed tunnel, on the other hand it has a certain stability effect on pressure fluctuation. When double baffles are set on the direction of shock wave, the overpressure has the greatest reduction in the center of closed tunnel. On the contrary, when the double baffles are placed on the opposite side and the inlet baffle at the entrance is on the side of shock wave, the overpressure weakening effect on the inner surface of the roadway is the best.

       

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