多囊式气囊与桁架构筑物联合密闭抗爆缓冲性能研究

    Research on anti-explosion buffering performance of joint sealing with multi-inflatable airbags and truss structure

    • 摘要: 针对现存火区囊式密闭存在的抗爆性能差和密闭效果不佳的问题,综合考虑囊式密闭主流专利的优缺点及潜在的技术问题,设计了1种多囊式气囊与桁架构筑物联合密闭的方法,通过数值模拟研究(Ansys LS-DYNA)和现场试验验证,分别检验了联合密闭的抗爆缓冲性能和堵漏效果。结果表明:在爆炸冲击波作用下,气囊沿巷道方向产生轴向压缩位移,气囊的形变量从截面中心向外逐渐递减;桁架构筑物在压力的作用下产生的最大位移分布在顶部弧形结构弱支撑处,对应产生最大集中应力;在桁架构筑物中下部支撑密集的部位,应力集中分布在桁架栓接位置处,最大应力值为625 MPa,低于材料的屈服应力,联合密闭可以抵挡超压0.17 MPa的冲击波作用。对顶部弱支撑处和栓接点位产生的应力集中现象,提出了加密支撑和增加桁架长度以减少栓接点位的优化措施。联合密闭装置能适用7~11 m2不同形状的巷道断面,具有时效短、操作简便、适用性强的优点;密闭气囊地面充气至工作压力可在20 min中内完成,静止24 h后,气囊的压力均大于110 kPa,保压效果良好。选择国家矿山应急救援开滦队模拟巷道进行了气囊密闭堵漏试验,试验结果表明,密闭气囊可与周圈巷道紧密贴合,无明显漏风通道,联合密闭效果良好且可以重复使用。

       

      Abstract: To address the issues of poor blast resistance and inadequate sealing performance of existing inflatable fire area closures, a novel method combining multi-inflatable airbags with a truss structure for sealing was designed. This approach considers the advantages and disadvantages of mainstream inflatable closure patents and potential technical challenges. Numerical simulation studies (using Ansys LS-DYNA) and field tests were conducted to evaluate the blast resistance and leak-sealing performance of the joint sealing system. Simulation results showed that under explosion shock waves, the airbags exhibited axial compression displacement along the tunnel direction, with deformation gradually decreasing outward from the cross-sectional center. The maximum displacement of the truss structure under pressure occurred at the weakly supported arc-shaped top section, corresponding to the highest localized stress. In the lower, densely supported sections of the truss, stress concentration was observed at the bolted joints, with a maximum stress value of 625 MPa, below the yield stress of the material. The joint sealing system withstood overpressure shock waves up to 0.17 MPa. Optimization measures were proposed to address stress concentration at the top weak supports and bolted joints, including densifying supports and increasing truss length to reduce stress at joint locations. The joint sealing device is adaptable to tunnel of different shapes ranging from 7 m2 to 11 m2, with short setup time, ease of operation, and strong adaptability. The ground inflation of the sealed airbag to the working pressure can be completed within 20 minutes, after 24 hours of being stationary, the airbag pressure remained above 110 kPa, demonstrating excellent pressure retention. A sealing and leakage-blocking test was conducted on a simulated tunnel from Kailuan Mine Emergency Rescue Team, and the test results showed that the sealing airbags closely adhered to the surrounding tunnel without significant leakage paths, confirming the good sealing effect of the combined system, which is also reusable.

       

    /

    返回文章
    返回