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金属矿山 ›› 2026, Vol. 55 ›› Issue (7): 235-.

• 安全与环保 • 上一篇    下一篇

掘进巷道瞬时爆破炮烟扩散规律研究

李晓健1,2,3 贾敏涛1,2,3,4 李 刚1,2,3 周 伟1,2,3 吴冷峻1,2,3 赵 旭2,4   

  1. 1.中钢集团马鞍山矿山研究总院股份有限公司,安徽 马鞍山 243000;2.金属矿山开采安全与灾害防治全国重点实验室, 安徽 马鞍山 243000;3.金属矿产资源高效循环利用国家工程研究中心,安徽 马鞍山 243000; 4.中南大学资源与安全工程学院,湖南 长沙 410083
  • 出版日期:2026-07-15 发布日期:2026-08-24
  • 通讯作者: 李 刚(1982—),男,正高级工程师,博士(后),博士研究生导师。
  • 作者简介:李晓健(1993—),男,工程师,硕士。
  • 基金资助:
    “十四五”国家重点研发计划项目(编号:2023YFC2907205,2022YFC2904104) 。

Study on the Diffusion Characteristics of Instantaneous Blasting Smoke in Excavation Roadways

LI Xiaojian1,2,3 JIA Mintao1,2,3,4 LI Gang1,2,3 ZHOU Wei1,2,3 WU Lengjun1,2,3 ZHAO Xu2,4   

  1. 1.Sinosteel Maanshan General Institute of Mining Research Co.,Ltd.,Maanshan 243000,China; 2.State Key Laboratory of Metal Mine Mining Safety and Disaster Prevention and Control,Maanshan 243000; 3.National Engineering Research Center for Efficient Recycling of Metallic Mineral Resources,Maanshan 243000,China; 4.School of Resources and Safety Engineering,Central South University,Changsha 410083,China
  • Online:2026-07-15 Published:2026-08-24

摘要: 为掌握巷道爆破后炮烟浓度分布特征及扩散规律,优化通风防尘设计,以某矿主巷长掘进巷道为研究 对象,基于气固两相流理论,利用CFD方法对巷道瞬时爆破后的压力、速度、温度及炮烟浓度分布规律进行了数值模 拟研究,并结合现场实测数据进行了对比分析。研究结果表明:① 冲击波在巷道内往复运动,压力曲线随着时间增加 呈波动式衰减,瞬时最大压力可达115 kPa,巷道内压力波衰减至常压仅需25~30 s,巷道内压力最终呈现上高下低分 布。② 巷道内温度整体呈现上升—下降—趋于平稳趋势,巷道爆破面附近最高温度可达1 200 ℃,温降速率达到4~5 ℃/s。③ 巷道内毒害气体体积分数分布为NO2 >CO>SO2 >NH3 ,体积分数均呈先上升后降低特征,紧贴着巷道拱顶前 移,达到稳定时平均扩散速度为4~6 m/s。④ 掘进巷道内CO毒害气体达到安全浓度至少需要35 min,巷道侧墙安装 抽出式或者压抽混合式通风设备,可加快毒害气体扩散。研究结果可为井下独头掘进毒害气体高效防治提供借鉴。

关键词: 矿井通风 , 爆破化学反应 , 炮烟扩散 , 数值模拟

Abstract: In order to master the distribution characteristics and diffusion law of blast smoke concentration after roadway blasting,and optimize the ventilation and dust prevention design,taking the long heading roadway of a mine as the research ob ject,and based on the gas-solid two-phase flow theory,the CFD method was used to simulate the pressure,velocity,temperature and concentration distribution of Roadway after instantaneous blasting,and the results were compared with the field measured data.The research results show that:① The shock wave oscillates back and forth in the tunnel,and the pressure curve decays in a fluctuating manner with time.The instantaneous maximum pressure can reach 115 kPa,and the pressure wave in the tunnel only needs 25~30 s to propagate and dissipate to normal pressure.The pressure in the tunnel eventually shows a distribution of high in the upper part and low in the lower part.② The temperature inside the tunnel shows an overall trend of rising,falling, and tending to stabilize,with an instantaneous maximum temperature of 1 200 ℃ and a temperature drop rate of about 4~5 ℃/s.③ The volume fraction distribution of toxic gases in the tunnel is as follows:NO2 >CO>SO2 >NH3 .The volume fractions all show a characteristic of first increasing and then decreasing,moving forward closely to the tunnel arch,and reaching a stable average diffusion velocity of 4~6 m/s.④ It takes at least 35 minutes for the CO toxic gas in the excavation tunnel to reach a safe concentration.Installing exhaust or combined pressure-exhaust ventilation equipment on the sidewalls of the tunnel can ac celerate the dispersion of toxic gases.The study findings provide valuable insights for efficient prevention and control of toxic gases in single-entry underground excavation.

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