吕晓宇,王海东,刘平,王日光,常立东.带压开采工作面综合勘探技术和施工治理的应用研究——以内蒙古不连沟煤矿F6226工作面为例[J].地质找矿论丛,2024,39(3):423-430
带压开采工作面综合勘探技术和施工治理的应用研究——以内蒙古不连沟煤矿F6226工作面为例
Application of integrated exploration technology and construction management to working face with pressure: A case study of F6226 working face in Buliangou Coal Mine, Inner Mongolia
投稿时间:2024-04-10  修订日期:2024-07-30
DOI:10.6053/j.issn.1001-1412.2024.03.015
中文关键词:  不连沟煤矿  带压开采工作面  瞬变电磁法  槽波法  音频电透视法  矿山水害治理  危害性评价  内蒙古自治区
英文关键词:Buliangou Coal mine  Working face with pressure  Transient electromagnetic survey  Trough wave seismic survey  Audio frequency electrofluoroscopy  Mine water disaster control  Hazard assessment  Inner Mongolia
基金项目:
作者单位E-mail
吕晓宇 中国冶金地质总局内蒙古地质勘查院, 呼和浩特 010010  
王海东 中国冶金地质总局内蒙古地质勘查院, 呼和浩特 010010 ccit.hdw@163.com 
刘平 中国冶金地质总局内蒙古地质勘查院, 呼和浩特 010010  
王日光 中国冶金地质总局内蒙古地质勘查院, 呼和浩特 010010  
常立东 中国冶金地质总局内蒙古地质勘查院, 呼和浩特 010010  
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中文摘要:
      不连沟煤矿位于准格尔煤田的北部。由于F6226工作面的部分煤层在奥灰水水头以下,需要进行带压开采,必须对潜在的顶板砂岩裂隙水和底板奥陶系灰岩岩溶裂隙水导水构造进行采前探查,并对导水构造实施治理。在探查工作中,利用瞬变电磁法在工作面顶板发现2处低阻异常,均为断裂影响形成岩石破碎,相对富水;经钻孔验证均未出水,预测在回采作业中只会产生局部淋水,不会出现大规模涌(突)水。音频电透视探测发现煤层底板中有4处低阻异常,槽波地震探测共探查出13条断裂和1处地质异常;对异常验证的25个钻孔注浆处理后,最大出水量为0.3 m3/h,并未见到岩层的错乱等异常现象。评价认为,基本可以排除F6226工作面范围内煤层顶板砂岩水和底板奥灰水涌(突)水的可能性。
英文摘要:
      Buliangou Coal mine is located in the north Junger coalfield. A part of the coal seam at F6226 working face is bellow the Ordovician limestone water head thus some coal must be mined under pressure and pre-mining exploration and treatment on conduction structure of fissure water of the roof sandstone and karst fissure water of foot limestone implemented. Transient electromagnetic exploration detected 2 low resistance anomalies. Both of the anomaly is caused by fracture relatively abundant with water. Drilling verified the fracture without water flowing out. Prediction is made that in the mining operation local water leak will occur without large-scale water gushing (outburst). Audio fluoroscopy survey detected 4 low resistance anomalies and trough-wave seismic survey 13 faults and 1 geological anomaly in the foot limestone. 25 holes were drilled to verify the anomaly and no rock dislocation encountered. After grouting the maximum water yield is 0.3 m3/h. It is evaluated that the possibility of water gushing in the roof sandstone and foot limestone at working face F6226 can be basically ruled out.
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