路洋波, 陈法兵, 李岩. 浅埋煤层综放工作面支架合理支护强度确定及其应用[J]. 煤矿安全, 2019, 50(10): 202-206.
    引用本文: 路洋波, 陈法兵, 李岩. 浅埋煤层综放工作面支架合理支护强度确定及其应用[J]. 煤矿安全, 2019, 50(10): 202-206.
    LU Yangbo, CHEN Fabing, LI Yan. Determination and Application of Rational Supporting Strength for Supports in Large Mining Height Fully-mechanized Working Face[J]. Safety in Coal Mines, 2019, 50(10): 202-206.
    Citation: LU Yangbo, CHEN Fabing, LI Yan. Determination and Application of Rational Supporting Strength for Supports in Large Mining Height Fully-mechanized Working Face[J]. Safety in Coal Mines, 2019, 50(10): 202-206.

    浅埋煤层综放工作面支架合理支护强度确定及其应用

    Determination and Application of Rational Supporting Strength for Supports in Large Mining Height Fully-mechanized Working Face

    • 摘要: 为了研究浅埋煤层综放工作面支架的合理支护强度并分析其矿压特征,以神东某矿12301工作面为例,确定了工作面顶板的类别,通过理论计算按工作面最大采高、支架承受载荷以及动载荷对所选用的型号为ZY11000/25/50的支撑掩护式支架的支护强度进行了分析,并根据支架工作阻力监测数据对支架的应用效果和工作面的顶板活动规律进行了研究。结果表明:工作面所选用的支撑掩护式支架的初撑力统计合格率为62.8%,支架初撑力整体利用率较高,该型号支架能够完全适合支撑顶板。根据支架工作阻力监测数据得到,直接顶初次垮落步距平均12.78 m;基本顶初次来压步距平均66.88 m;整个工作面基本顶周期来压步距最大为67.1 m,最小为11.8 m,周期来压步距平均32.5 m,来压强度缓和;其中,基本顶显著来压期间,来压强度平均为30.0 MPa。确定该支架能够适应该类工作面的顶板活动规律。

       

      Abstract: To study the reasonable support strength of fully mechanized caving face supports in shallow coal seam and analyze mine pressure characteristics of working face, taking 12301 working face of Shendong Mine as an example, the types of roof of working face is determined, and according to the maximum mining height of the working face, the bearing load of the support and the dynamic load, the supporting strength of the supporting and sheltering support of the selected type of ZY11000/25/50 is analyzed by theoretical calculation. Research shows that: the statistical qualification rate of the supported shield support used in the working face is 62.8%, and the overall utilization ratio of initial supporting force of support is high. This type of support can be used to support the roof completely. The average initial caving step distance of the direct top was 12.78 m, the average initial pressure step distance of the basic top was 66.88 m; in the whole working face, the maximum and the minimum periodic weighting seeps of basic roof is 67.1 m and 11.8 m respectively, and the average periodic weighting length is 32.5 m, and the strength is moderate. The average strength of basic top pressure of 12301 face is 30.0 MPa. It is determined that the support can adapt to the working face roof movement law.

       

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