煤炭工程 ›› 2017, Vol. 49 ›› Issue (3): 40-43.doi: 10.11799/ce201703012

• 施工技术 • 上一篇    下一篇

兴杨煤矿煤层底板含水层注浆改造及效果分析

王志峰1,张译心2   

  1. 1. 山东科技大学矿业与安全工程学院
    2. 山东科技大学
  • 收稿日期:2016-04-11 修回日期:2016-06-10 出版日期:2017-03-09 发布日期:2017-03-21
  • 通讯作者: 王志峰 E-mail:wenqingdadota@163.com

Grouting Reconstruction and Effect Analysis of Coal floor aquifer

  • Received:2016-04-11 Revised:2016-06-10 Online:2017-03-09 Published:2017-03-21

摘要: 通过理论分析认为兴杨煤矿102煤层上部9煤层产生的底板破坏带穿过10606(上)工作面,导致两层承压含水层突水系数分别增大了23%和12%,工作面受突水威胁增大。为了保证10606(上)工作面安全开采,根据矿井生产实际,采用底板注浆技术加固隔水层,根据计算所得的17个注浆钻孔的浆液扩散半径、检查孔出水量和实际开采情况认为此次注浆增加了隔水层的厚度,加固了隔水区域,保证工作面的安全开采,对类似工况的矿山开采具有一定的借鉴意义。

关键词: 底板突水, 含水层, 隔水层, 注浆改造, 防治水

Abstract: The distances from 102 coal seam to the confined aquifers of the 5th limestone and the Ordovician limestone were 23.9m and 49.6m.By theoretical analysis,that coal seam floor failure caused by mining 9th coal came through 10606up working face,and increased 23% and 12% to each water inrush coefficient of the confined aquifers,so the threat of water inrush in working face gone up.For the safety of 10606up working face and based on the actual production of mine,we employed the floor grouting to inhance the aquiclude.Combined with grouting diffusion radius and water yield of the 17 grouting drills and mining situation,the thickness of aquiclude increased and zone of aquiclude got inhanced,so the minning safety was guaranteed,and could be used for reference in similar situation.

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