国土资源科技管理
國土資源科技管理
국토자원과기관리
SCIENTIFIC AND TECHNOLOGICAL MANAGEMENT OF LAND AND RESOURCES
2014年
4期
100-105
,共6页
充填开采%临界充填高度%弹性理论%煤矿开采
充填開採%臨界充填高度%彈性理論%煤礦開採
충전개채%림계충전고도%탄성이론%매광개채
mining with filling method%critical filling height%elastic theory%coal mining
充填法处理采空区是实现绿色环保开采的有效措施。以冀中能源股份有限公司邢东矿充填开采工作面为背景,利用弹性理论及建立的“充填体-碎胀直接顶联合作用模型”计算控制基本顶岩层稳定的临界充填高度。用得到的临界充填高度指导邢东矿1126充填工作面充填工作,并实时监测1126工作面巷道顶板下沉量、巷道底鼓量及地面下沉量。结果表明:邢东矿主采2#煤层平均采高4.5 m的条件下,工作面基本顶及以上岩层不发生断裂(地面不产生大的沉降变形)的临界充填高度在3.7 m 左右;1126工作面实际充填高度4 m,其巷道顶板下沉量及底鼓量不大,上覆岩层未产生明显垮落,整个移动过程以缓慢下沉方式完成;地面沉降控制较好,最大下沉量仅20 mm,对地面建筑结构影响小,达到了以填开采的目的。
充填法處理採空區是實現綠色環保開採的有效措施。以冀中能源股份有限公司邢東礦充填開採工作麵為揹景,利用彈性理論及建立的“充填體-碎脹直接頂聯閤作用模型”計算控製基本頂巖層穩定的臨界充填高度。用得到的臨界充填高度指導邢東礦1126充填工作麵充填工作,併實時鑑測1126工作麵巷道頂闆下沉量、巷道底鼓量及地麵下沉量。結果錶明:邢東礦主採2#煤層平均採高4.5 m的條件下,工作麵基本頂及以上巖層不髮生斷裂(地麵不產生大的沉降變形)的臨界充填高度在3.7 m 左右;1126工作麵實際充填高度4 m,其巷道頂闆下沉量及底鼓量不大,上覆巖層未產生明顯垮落,整箇移動過程以緩慢下沉方式完成;地麵沉降控製較好,最大下沉量僅20 mm,對地麵建築結構影響小,達到瞭以填開採的目的。
충전법처리채공구시실현록색배보개채적유효조시。이기중능원고빈유한공사형동광충전개채공작면위배경,이용탄성이론급건립적“충전체-쇄창직접정연합작용모형”계산공제기본정암층은정적림계충전고도。용득도적림계충전고도지도형동광1126충전공작면충전공작,병실시감측1126공작면항도정판하침량、항도저고량급지면하침량。결과표명:형동광주채2#매층평균채고4.5 m적조건하,공작면기본정급이상암층불발생단렬(지면불산생대적침강변형)적림계충전고도재3.7 m 좌우;1126공작면실제충전고도4 m,기항도정판하침량급저고량불대,상복암층미산생명현과락,정개이동과정이완만하침방식완성;지면침강공제교호,최대하침량부20 mm,대지면건축결구영향소,체도료이전개채적목적。
Disposing goafs with fillings is an effective measure to realize the green mining with environmental protection.Against the filling mining working face in JZEG Xingdong mine,this paper calculates the critical filling height for controlling the stability of basic roof rock stratum applying the elastic theory and the combined effect model of filling mass-immediate roof after broken expanding.Filling work at the 1 1 2 6 working face in Xingdong mine was guided by the critical filling height,and roof subsidence and floor heave of coal roadway,ground subsidence of the working face were monitored in real time.The results indicate that under the condition of 2# coal seam in Xingdong mine whose average mining height is 4.5 m,the critical filling height is 3 .7 m,which prevents the working face roof and the strata above from breaking (the ground would not largely deform);and that the actual filling height at the 1126 working face was 4 m,in which case the roof subsidence and floor heave of coal roadway were not large,obvious caving of the overlying strata did not occur.The whole mobile process of overlying strata was completed in a slowly sinking way.Ground subsidence was well controlled,with the largest surface subsidence less than 0mm,which had a slight influence on ground architectural structure.