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大采高工作面煤壁片帮机理与应用研究
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摘要
大采高技术是我国厚煤层开采的重要发展方向。随着采高的增加,工作面煤壁的稳定性急剧下降,煤壁片帮严重。大采高煤壁的稳定性影响到大采高工作面的安全高效生产,研究大采高工作面煤壁片帮机理,对大采高煤壁进行稳定性评价,成为大采高技术研究的重要内容。
     本文围绕大采高工作面煤壁片帮问题,分析了大采高工作面煤壁的破坏形式和影响煤壁稳定性的因素。采用FLAC3D软件数值模拟分析了生产技术因素对大采高煤壁稳定性煤壁的影响。数值模拟结果表明,煤壁最大水平位移发生在距离顶板距离为0.5h-0.5(h为采高)处;采高和液压支架支护强度对大采高煤壁稳定性的影响较大;大采高煤壁破坏形式由剪切破坏发展为拉伸破坏,剪切破坏和拉伸破坏叠加区的存在,导致煤壁的稳定性急剧下降。在大采高煤壁片帮分析和数值模拟分析的基础上,选取了影响大采高工作面煤壁稳定性的四个因素(影响因子),即:支护强度、煤体强度、采高和护帮高度,采用语义描述和层次分析法建立了大采高煤壁稳定性评价模型。采用大采高煤壁稳定性评价模型对河南赵固一矿12011工作面进行了稳定性评价,评价结果和现场实测结果基本吻合。
     大采高工作面煤壁片帮的分析,深化了对大采高工作面片帮的认识。大采高工作面煤壁稳定性评价模型的建立,使大采高工作面煤壁稳定性影响因素分析从单一地、定性地描述研究转变为综合分析计算研究,该模型具有一定的工程实用性,对大采高工作面煤壁稳定性评价和工作面的支护设计具有一定的借鉴意义和参考价值,为大采高工作面煤壁的稳定性研究探索了一个新方法。
Large mining height technique is the important development directions of the thick coal seam mining process, with the increase of the mining height, the stability of working face coal wall decreased rapidly, the rib spalling of coal wall is seriously.The stability of large mining height influence safety and high efficiency production, the spalling mechanism of coal wall and evaluation of the stability are important research task of large mining height.
     This dissertation encircle the problem of the rib spalling of large mining height, analysis of the failure mode coal wall of large mining and the influence factors of the stability of coal wall. The production technology factors influence degree of working face coal wall is analyzed by the FLAC3D. The results is showed that, the maximum vertical displacement of coal wall take place in distance from the roof 0.5h-0.5 (h is mining height), the mining height and support strength are influence the stability of the coal wall of large mining larger; the coal wall of large mining height destroying forms from shear failure to tensile failure, the stability of working face coal wall decreased rapidly, because exists the superposition area of the shear failure and tensile failure. Four influence factors such as support strength, mining strength, mining height and side wall protection height are chosen on the basis of the analysis on the rib spalling of coal wall and the analysis on the numerical simulation. The stability factors changed from qualitative to quantitative by the semantic description, and the model of in large mining height long wall face is set up by the AHP. The evaluation model is used in 12011 working face in Henan zhaogu No.1 mine; the result of evaluation was basically identical with the result field measurement.
     The analysis on the coal wall stability of large mining height changed from qualitative to quantitative.by establishment of the model of stability evaluation. The application results show that the model has certain practical value and reference value for the stability evaluation of coal wall and explore a new method.
引文
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