小纪汗煤矿富水工作面钻屑法临界指标优化研究

    Research on optimization of critical index of drilling powder method in water-rich working face of Xiaojihan Coal Mine

    • 摘要: 针对小纪汗煤矿2号煤层顶板赋存砂岩含水层、煤体长期富水,导致传统钻屑法在局部区域监测失真、无法真实反映煤岩体应力状态及冲击地压危险性的问题,本文采用理论分析、现场实测与室内三轴试验等方法,对钻屑量的主控因素及其在不同含水条件下的变化规律开展系统研究。通过对比11221工作面和13220工作面、13218工作面的地质与开采条件,识别出煤层含水率是引起钻屑量差异的关键因素,其影响显著超过埋深、煤厚、构造及开采技术等因素。基于钻屑量理论模型与煤体物理力学参数敏感性分析,明确弹性模量、抗压强度、内摩擦角等参数与钻屑量呈负相关,而泊松比和松散系数呈正相关,并借助归一化方法量化各参数贡献度。通过开展不同含水率试样的三轴钻进试验,结合声发射能量层析成像技术,揭示试样在富水条件下由于水的弱化效应导致损伤半径扩大、理论钻屑量增加,但实测钻屑量因黏结作用排出困难的机制。基于不同含水率试样对应损伤半径的不同,推导了钻屑量临界指标修正系数H:当含水率为自然状态到1.7%时取1.00;当含水率为1.7%,3.7%)时取1.97;当含水率为3.7%,5.6%)时取3.69;当含水率≥5.6%时判定方法失效。工程应用表明,经修正后的钻屑量监测结果与微震事件分布一致性显著提升,有效提高了冲击地压预警可靠性。本研究建立了适用于富水煤层的钻屑量修正模型与方法,可为类似水文地质条件下冲击地压的准确监测与防治提供理论支撑和实践指导。

       

      Abstract: Aiming at the problem that the sandstone aquifer overlying the No.2 coal seam roof in Xiaojihan Coal Mine and the long-term water-rich condition of the coal body lead to distortion of monitoring results by the traditional drilling powder method in local areas, failing to truly reflect the stress state of the coal-rock mass and the risk of rock burst, this paper systematically investigates the main controlling factors of drilling powder amount and their variation patterns under different water-bearing conditions by means of theoretical analysis, field measurement, and laboratory triaxial tests. By comparing the geological and mining conditions of the 11221 working face with those of the 13220 and 13218 working faces, it is identified that coal seam moisture content is the key factor causing differences in drilling powder amount, and its influence significantly exceeds that of burial depth, coal thickness, geological structure, and mining technology. Based on a theoretical model of drilling powder amount and sensitivity analysis of coal physical and mechanical parameters, it is clarified that parameters such as elastic modulus, compressive strength, and internal friction angle are negatively correlated with drilling powder amount, while Poisson’s ratio and loosening coefficient are positively correlated. The contribution of each parameter is quantified using a normalization method. Through triaxial drilling tests on specimens with different moisture contents, combined with acoustic emission energy tomography, the study reveals the mechanism that under water-rich conditions, the weakening effect of water leads to an enlarged damage radius and an increase in theoretical drilling powder amount, but the actual measured drilling powder amount is difficult to discharge due to cohesion. Based on the different damage radii corresponding to specimens with different moisture contents, a correction coefficient H for the critical index of drilling powder amount is derived: H = 1.00 when the moisture content ranges from the natural state to 1.7%; H = 1.97 when the moisture content is in the range of 1.7%, 3.7%); H = 3.69 when the moisture content is in the range of 3.7%, 5.6%); and the method is deemed invalid when the moisture content is ≥ 5.6%. The engineering application shows that the corrected drilling powder monitoring results are significantly more consistent with the distribution of microseismic events, effectively improving the reliability of rock burst early warning. This study establishes a correction model and method for drilling powder amount applicable to water-rich coal seams, providing theoretical support and practical guidance for accurate monitoring and prevention of rock burst under similar hydrogeological conditions.

       

    /

    返回文章
    返回