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8.8 m大采高工作面覆岩三带分布特征及分层沉降研究

Study on distribution characteristics of collapse zone, fissure zone and curved subsidence zone and layered settlement of overburden on 8.8 m super-large mining height coal mining face

  • 摘要: 煤层开采后受采动影响,顶板覆岩会形成垮落带、裂隙带、弯曲下沉带。采空区覆岩三带的观测研究对煤矿安全生产至关重要,但目前国内外对覆岩三带的观测研究多限于中、小采高工作面,对一次采全高超大采高工作面仍是空白。针对这一问题,以上湾煤矿首个8.8 m超大采高12401工作面为研究对象,通过钻探、孔内电视、地球物理测井等多种手段综合分析了超大采高工作面采空区覆岩三带分布特征,确定了三带发育高度。
    同时,本次研究还通过在采前孔安装布置分层沉降监测设备持续对12401工作面覆岩沉降情况进行了监测,综合分析了采空区分层沉降的特征及规律。研究表明:12401工作面垮落带高度为33.20~33.25 m,冒采比为3.91;导水裂隙带高度为118.08~132.83 m,裂采比为13.91~15.65;弯曲下沉带距离地表39.17~48.92 m。研究发现:工作面覆岩从下沉到稳定经历了2次快速沉降,覆岩分层沉降相对地表最大下沉量为1.618 m,地表最终下沉量为4.706 m,下沉系数为0.5;随着采空区范围的增大,本区覆岩运动主要受到下部和上部2层关键层共同控制。

     

    Abstract: Affected by mining activities,collapse zone, fissure zone and curved subsidence zone(“three zones”)will be formed in the roof cover rock.The observation and research of “three zones” in gob are very important for coal mine safety production, but at present the observation and research of “three zones” of overburden at home and abroad are mostly limited to medium and small mining height working faces, and the research on full-height and large-height mining working faces is still limited. In response to this problem, the first 8.8 m ultra-large mining height No.12401 face in Shangwan coal mine was taken as the research object, and comprehensive analysis of the overburden rock in the gob of the ultra-large mining face was carried out by means of drilling, in-hole video camera and geophysical logging. The distribution characteristics of the “three zones” and the development height of the “three zones” were determined. At the same time, this study also continuously monitored the subsidence of overburden rock on the No.12401 mining face by installing the monitoring equipment of stratified subsidence in the borehole before mining, and comprehensively analyzed the characteristics and laws of stratified subsidence in the gob of this area.The research results show that the height of the collapse zone of the No.12401 working face is 33.20~33.25 m, and the mining ratio is 3.91; the height of the water-conducting fracture zone is 118.08~132.83 m, and the fracture mining ratio is 13.91~15.65; the distance between the continuous deformation zone and the surface is 39.17~48.92 m. The research also found that the overburden of working face experienced two rapid settlements from subsidence to stability. The maximum subsidence of layered settlement of overlying rock relative to the surface is 1.618 m, the final subsidence of the surface was 4.706 m and the subsidence coefficient was 0.5. As the area of gob increases, the overburden movement in this area is mainly controlled by the lower and upper two key layers.

     

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