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首页> 外文期刊>International Journal of Oil, Gas and Coal Technology: IJOGCT >The support stability mechanism in dip direction of fully mechanised working face with big dip angle considering the strike angle
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The support stability mechanism in dip direction of fully mechanised working face with big dip angle considering the strike angle

机译:考虑冲击角的大倾角综采工作面在倾角方向的支撑稳定机制

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摘要

The 'support - surrounding rock' mechanical model has been set up to solve the stability control problem of fully mechanized working face (FMWF) with big dip angle. By the mechanical analysis of SSIDD of working face with big dip angle (WFBDA) in a free state, operating state and special state, we have found the mechanical relationship of critical topple/slip angle with support height, width, resistance and friction coefficient. With the research results applied to #115011 FMWF of Wangwa No. 2 coal mine, the following data have been figured out: in a free state, the critical topple/slip angle of the support are 21.51 degrees and 4.88 degrees. In a special state, the two figures are respectively 64.61 degrees and 39.94 degrees. Thus, the critical support resistance required for the support not to topple or slip is 4,855 kN and 6,591 kN respectively. By movable side guide plate and other technical measures, we realize the safe and efficient production of working face.
机译:为了解决大倾角的综采工作面(FMWF)的稳定性控制问题,建立了“围岩”力学模型。通过对大倾角工作面在自由状态,工作状态和特殊状态下的SSIDD的力学分析,发现临界倾翻角/滑移角与支撑高度,宽度,阻力和摩擦系数的力学关系。根据对望洼2号煤矿#115011 FMWF的研究结果,得出以下数据:在自由状态下,支架的临界倾翻/滑移角分别为21.51度和4.88度。在特殊状态下,两个数字分别为64.61度和39.94度。因此,支撑不倾倒或滑倒所需的临界支撑阻力分别为4,855 kN和6,591 kN。通过活动侧导板等技术手段,实现了工作面的安全,高效生产。

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