单排和双排机械化夹具在矿山工程同步和矿山淹水条件下的应用效率分析

S. Vlasov, I. Sadovenko, Yavhen Moldavanov, S. Timchenko
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引用次数: 0

摘要

目的。考虑到煤层主顶板形成静水压力的表现,确定矿井同时淹水和采矿作业条件下使用一种机械化紧固装置的合理方案。研究采用数值模拟的方法,利用Solid Works 2019软件包对层状横向各向同性岩体中煤层底板和顶板的位移进行了分析,并对清理坑的分步进度进行了预测。根据PJSC“DTEK pavlogradugillia”采矿企业收集的实际数据,获得了在顿巴斯西部矿山水文岩土条件下使用机械化紧固的统计参数。通过与Ostroj-70/125型两柱单列固定装置的运行模拟结果对比,论证了在具有静水压力表现的层状岩体条件下,采用KD-80型支撑围栏四柱二列机械化固定装置的合理可行性。科学的新奇。考虑到西部顿巴斯矿区煤层主顶板形成的静水压力的表现,首次在数值比较模型的基础上,对矿井同时淹水和采矿作业条件下单排和双排机械化紧固件的作业进行了岩土工程预测。采用双柱单排紧固时,与支撑围栏式四柱二排机械化紧固相比,收敛值可提高33%以上。现实意义。研究结果可以为在顿巴斯西部矿井超薄煤层中复杂的水力技术条件下使用机械化紧固件类型确定合理的选择,并为采矿作业的技术改进提出建议,以最大限度地减少与“硬基”机械化紧固件部分下沉相关的事故,从而显着提高煤炭开采效率。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
ANALYSIS OF APPLICATION EFFICIENCY OF SINGLE AND DOUBLE ROW MECHANISED FIXTURES IN THE CONDITIONS OF SYNCHRONIZATION OF MINING WORKS AND FLOODING OF MINES
Purpose. Determination of a rational option for using a type of mechanized fastening in the conditions of simultaneous flooding of mines and mining operations, taking into account the manifestations of hydrostatic pressure formed in the main roof of the coal seam. Method. The research used the method of numerical modelling and analysis of the displacement of the sole and roof of the coal seam and the prediction of the step-by-step progress of the cleaning pit in the layered transversely isotropic massif of rocks using the Solid Works 2019 software package. Results. Obtained statistical parameters of the use of mechanized fastening in the hydrogeotechnical conditions of the mines of Western Donbas based on the collected actual data of the mining enterprises of PJSC «DTEK Pavlogradvugillia». The reasonable feasibility of using a supporting and fencing four-pillar, two-row mechanized fastening of the KD-80 type by comparing the results of modelling its operation with a two-pillar single-row fastening of the Ostroj-70/125 type in conditions of a layered massif with manifestations of hydrostatic pressure. Scientific novelty. For the first time, a geotechnical forecast was performed on the basis of numerical comparative modelling of the operation of single- and double-row mechanized fasteners in the conditions of simultaneous flooding of the mine and mining operations, taking into account the manifestations of hydrostatic pressure, which is formed in the main roof of the coal seams of the mines of Western Donbas. When using two-pillar single-row fastening, the value of convergence can increase by more than 33%, in comparison with four-pillar two-row mechanized fastening of the support-fencing type. Practical significance. The research results make it possible to determine a rational option for using the type of mechanized fastenings for the complicated hydrotechnical conditions of coal mining from ultra-thin coal seams of the mines of Western Donbas, as well as to develop recommendations for technological improvement of mining operations, to minimize accidents associated with the subsidence of sections of mechanized fastening «on hard base», which significantly increases the efficiency of coal mining.
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