煤炭工程 ›› 2020, Vol. 52 ›› Issue (6): 81-85.doi: 10.11799/ce202006018

• 施工技术 • 上一篇    下一篇

冲击地压矿井水射流联合水力压裂宽煤柱卸压技术研究

庞立宁,刘毅涛,邸晟钧,苏士杰,丁国利,姜峰   

  1. 天地科技股份有限公司
  • 收稿日期:2019-07-17 修回日期:2020-01-05 出版日期:2020-06-15 发布日期:2020-07-23
  • 通讯作者: 庞立宁 E-mail:2926167880@qq.com

Study on pressure relief technology of wide coal pillar by combined hydraulic fracturing with water jet in rock burst mine

  • Received:2019-07-17 Revised:2020-01-05 Online:2020-06-15 Published:2020-07-23

摘要: 针对冲击地压矿井宽煤柱会积聚大量弹性能从而容易引起地压灾害事故的问题,基于理论分析和现场试验,对葫芦素煤矿21103工作面区段煤柱进行了“钻-切-压”一体化卸压技术研究,通过布置钻孔进行射流切缝和压裂对区段煤柱弱化卸压,增大了区段煤柱内塑性区宽度,减少了弹性能量积聚,同时为减少煤柱卸压对巷道支护产生的负面影响,在21103工作面临空回风巷进行了定向水力压裂切顶,减少了侧向采空区悬露顶板向区段煤柱上的应力传递。“钻-切-压”一体化卸压技术与定向水力压裂切顶技术的联合应用,在21103工作面临空回风巷内取得了良好的实践效果,解决了区段煤柱内塑性区宽度增加同时对巷道支护不利这一矛盾。

关键词: 冲击地压, “钻-切-压”一体化卸压技术, 弹性能积聚, 定向水力压裂, 巷道支护

Abstract: Abstract: Aiming at the problem that a large number of elastic energy can accumulate in the wide coal pillars of rock burst mine and easily cause ground pressure disaster accidents, based on theoretical analysis and field test, the integrated pressure relief technology of "drilling-cutting-pressure" is studied for the coal pillars of 21103 working face of Hulusu Coal Mine. Through arranging drilling holes, jet cutting and fracturing weaken the pressure relief of the coal pillars of the section and increase the plastic zone in the coal pillars of the section. Width reduces the accumulation of elastic energy, and at the same time, in order to reduce the negative impact of pillar pressure relief on roadway support, directional hydraulic fracturing roof cutting was carried out in 21003 working face air return roadway, which reduces the stress transfer from hanging roof in lateral goaf to pillar in section. The combined application of "drilling-cutting-pressure" integrated pressure relief technology and directional hydraulic fracturing roof cutting technology has achieved good practical results in the air return roadway facing 21003 work, and solved the contradiction that the increase of plastic zone width in the pillar of section is not conducive to roadway support.

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