中国煤炭地质
中國煤炭地質
중국매탄지질
COAL GEOLOGY OF CHINA
2013年
9期
64-67
,共4页
时间域电磁法%含水裂隙%注浆检测%刘一矿
時間域電磁法%含水裂隙%註漿檢測%劉一礦
시간역전자법%함수렬극%주장검측%류일광
time domain electromagnetic method%aquiferous fissure%grouting inspection%Liuqiao No.1 coalmine
针对煤矿生产建设中工作面底板隐伏导(含)水构造的问题,基于时间域电磁法理论,对刘一矿Ⅱ665工作面一段进行了底板导水构造探测。根据井下工作条件,采用边长为2 m×2 m正方形多匝重叠回线装置进行探测,其中发射线框40匝、接收线框60匝,探测线框与底板夹角为45°。通过分析该区视电阻率的颁布规律,将视电阻率值小于1.5Ω.m作为判别依据,解释了3个含水裂隙发育区域。在横坐标100m处布设3个钻探孔,其出水量分别为10m3/h,23m3/h,20m3/h,证实3个异常区富水性较强。对3体个孔进行注浆改造加固后,3个孔均无出水现象,重新探测发现,其工作面视电阻率普遍大于2Ω·m,为相对高阻反映,表明注浆前后的探测结果可靠,注浆质量较高。
針對煤礦生產建設中工作麵底闆隱伏導(含)水構造的問題,基于時間域電磁法理論,對劉一礦Ⅱ665工作麵一段進行瞭底闆導水構造探測。根據井下工作條件,採用邊長為2 m×2 m正方形多匝重疊迴線裝置進行探測,其中髮射線框40匝、接收線框60匝,探測線框與底闆夾角為45°。通過分析該區視電阻率的頒佈規律,將視電阻率值小于1.5Ω.m作為判彆依據,解釋瞭3箇含水裂隙髮育區域。在橫坐標100m處佈設3箇鑽探孔,其齣水量分彆為10m3/h,23m3/h,20m3/h,證實3箇異常區富水性較彊。對3體箇孔進行註漿改造加固後,3箇孔均無齣水現象,重新探測髮現,其工作麵視電阻率普遍大于2Ω·m,為相對高阻反映,錶明註漿前後的探測結果可靠,註漿質量較高。
침대매광생산건설중공작면저판은복도(함)수구조적문제,기우시간역전자법이론,대류일광Ⅱ665공작면일단진행료저판도수구조탐측。근거정하공작조건,채용변장위2 m×2 m정방형다잡중첩회선장치진행탐측,기중발사선광40잡、접수선광60잡,탐측선광여저판협각위45°。통과분석해구시전조솔적반포규률,장시전조솔치소우1.5Ω.m작위판별의거,해석료3개함수렬극발육구역。재횡좌표100m처포설3개찬탐공,기출수량분별위10m3/h,23m3/h,20m3/h,증실3개이상구부수성교강。대3체개공진행주장개조가고후,3개공균무출수현상,중신탐측발현,기공작면시전조솔보편대우2Ω·m,위상대고조반영,표명주장전후적탐측결과가고,주장질량교고。
In allusion to working face floor hidden water conducting (bearing) structure issue during coalmine production and construc?tion, based on time domain electromagnetic method theory, carried out floor water conducting structure detection in the first sector of II 665 working face, Liuqiao No.1 coalmine. Based on underground operating condition, side length 2 m×2 m square overlapping multi-loop is used, in which, exciting 40 loops, receiving 60 loops, included angle between detecting loop and floor 45o. Through analysis of apparent resistivity distribution pattern in the area, taking the apparent resistivity less than 1.5Ω·m as the yardstick, interpreted 3 wa?ter-bearing fissure developed regions. 3 boreholes has been laid out at abscissa 100m, with water yield 10m3/h, 23 m3/h and 20 m3/h respectively, 3 abnormal areas with rather strong water yield property identified. After grouting reinforcement, all 3 boreholes have no water outflow once again. Detecting anew, working face resistivity is larger than 2Ω·m generally, relatively high resistivity, thus indicat-ed detecting results before and after grouting are reliable, grouting quality superior.