黑龙江科技学院学报
黑龍江科技學院學報
흑룡강과기학원학보
JOURNAL OF HEILONGJIANG INSTITUTE OF SCIENCE & TECHNOLOGY
2012年
2期
135-139
,共5页
毕业武%侯凤才%张国华%蒲文龙
畢業武%侯鳳纔%張國華%蒲文龍
필업무%후봉재%장국화%포문룡
超前支承压力%分布规律%巷道稳定性%观测
超前支承壓力%分佈規律%巷道穩定性%觀測
초전지승압력%분포규률%항도은정성%관측
lead abutment pressure%distribution law%roadway stability%observation
采场超前支承压力的分布情况直接影响巷道稳定性。根据双鸭山矿业集团公司新安煤矿六采区综三工作面概况,采用顶板相对位移观测、锚杆锚索受力观测、单体液压支柱工作阻力观测相结合的方法,研究了综三工作面超前支承压力分布规律与回采巷道稳定性。结果表明:工作面超前移动支承压力影响范围为工作面前方35m,峰值点位于工作面前方20-25m处;在锚杆、锚索联合支护的条件下,上下回采巷道均处于相对稳定状态。该结果为类似条件下确定工作面合理超前支护范围和分析回采巷道稳定性提供了依据。
採場超前支承壓力的分佈情況直接影響巷道穩定性。根據雙鴨山礦業集糰公司新安煤礦六採區綜三工作麵概況,採用頂闆相對位移觀測、錨桿錨索受力觀測、單體液壓支柱工作阻力觀測相結閤的方法,研究瞭綜三工作麵超前支承壓力分佈規律與迴採巷道穩定性。結果錶明:工作麵超前移動支承壓力影響範圍為工作麵前方35m,峰值點位于工作麵前方20-25m處;在錨桿、錨索聯閤支護的條件下,上下迴採巷道均處于相對穩定狀態。該結果為類似條件下確定工作麵閤理超前支護範圍和分析迴採巷道穩定性提供瞭依據。
채장초전지승압력적분포정황직접영향항도은정성。근거쌍압산광업집단공사신안매광륙채구종삼공작면개황,채용정판상대위이관측、묘간묘색수력관측、단체액압지주공작조력관측상결합적방법,연구료종삼공작면초전지승압력분포규률여회채항도은정성。결과표명:공작면초전이동지승압력영향범위위공작면전방35m,봉치점위우공작면전방20-25m처;재묘간、묘색연합지호적조건하,상하회채항도균처우상대은정상태。해결과위유사조건하학정공작면합리초전지호범위화분석회채항도은정성제공료의거。
Lead abutment pressure distribution of working face exerts a direct effect on roadway sta- bility. This paper describes the investigation into the distribution law of lead abutment pressure in the third fully-mechanized working face and mining roadway stability according to the actual situation of the third fully-mechanized working face at the sixth mining area belonging to Xin' an coal mine Shuangyashan Coal Mining Group Co. and using combined method of relative displacement observation of the roof, ob- servation of anchor rod and anchor cable subjected to force and observation of working resistance of single hydraulic prop. The results indicate that lead abutment pressure has an effect scope of 35 meters and peak value scope of lead abutment pressure varies from 20 meters to 25 meters in the front of the working face. And the combined support of anchor rod and anchor cable allows mining roadway to stay in a rela- tively stable state. The research results provide the theoretical basis for determining reasonable lead sup- port scope of working face and analysis of mining roadway stability under similar conditions.