• 全部
主办单位:煤炭科学研究总院有限公司、中国煤炭学会学术期刊工作委员会
松散砂砾含水层下特厚煤层分层综放开采可行性研究
  • Title

    Feasibility study on slicing fully-mechanized caving mining in extra-thickcoal seam under unconsolidated gravel aquifer

  • 作者

    李江华李宏杰黎灵杜明泽

  • Author

    LI Jianghua,LI Hongjie,LI Ling,DU Mingze

  • 单位

    煤炭科学技术研究院有限公司 安全分院煤炭资源高效开采与洁净利用国家重点实验室

  • Organization
    1.Mine Safety Technology Branch ,China Coal Research Institute, Beijing , China; 2.State Key Laboratory of Coal Mining and Clean Utilization, Beijing , China
  • 摘要

    突水溃砂灾害对工作面的安全回采影响恶劣,矿井生产过程中应采取安全有效的防治措施。水体下采煤合理留设安全煤岩柱,需要考虑覆岩裂隙发育特征、岩石物理力学性质等,含水砂层水文特征、渗溃性及黏土的阻隔水特性等的研究同样关键。以多伦煤矿为例,通过岩石物理力学性质测试、砂土渗溃性试验及水文补勘,得出松散层底部砂砾含水层富水性弱,砂土的渗溃直径大于6.5 mm,渗溃性较差;松散层底部黏土样的塑性指数基本都大于17,液性指数都小于0,为坚硬半固结状态,具有良好的隔水性和比较差的流动性;7号煤层顶板岩石力学强度低,泥类岩占50%以上,属于软弱类型。采用地面钻孔冲洗液漏失量和水位观测方法对覆岩破坏垮落带和导水裂缝带高度进行观测,其中软弱地层特厚煤层单层综放开采最大垮采比为5.62,分层综放开采最大垮采比为4.71,为防隔水安全煤(岩)柱的留设提供了依据。根据研究成果,底砾区、底黏区分别具备留设防砂和防塌安全煤(岩)柱开采的条件,并对井田北部工作面进行开采优化设计,部分基岩较薄区域实现了分层综放安全回采,提高了生产效率。经多个工作面试采后,工作面涌水量较小且未发生突水溃砂事故,表明该水文地质条件下煤层开采所选取的方法及措施合理,对松散含水层下特厚煤层开采突水溃砂的防治具有指导意义。

  • Abstract
    Water and sand inrush disaster has a negative impact on the safe recovery of the working face, so safe and effective preventive measures should be taken during mine production process. When mining under water body for the design of safety coal and rock pillars, fracture development characteristics and physical and mechanical properties of rocks should be considered, so does the hydrological and burst characteristics of water-bearing sand layers, the collapsibility and the barrier properties of the clay. Taking Duolun Coal Mine as an example, based on physical and mechanical properties test of rock, and penetration test and hydrologic supplement exploration, it is concluded that the water content of the bottom layer of gravel aquifer from unconsolidated strata is weak. The burst diameter of sand is more than 6.5 mm, and the penetration property of sand is bad. The plastic index of the bottom clay of unconsolidated strata is greater than 17, and the liquidity index is less than 0, so it is a hard semi-consolidated state with good water-resisting property and poor fluidity. The rock of the No. 7 coal seam has low mechanical strength with 50% weak mudstone. The ground hole drilling rinsing fluid loss and water level observation method are used to observe the heights of overburden strata caving zone and water-conducting fracture zone. Based on field ob-servation, the maximum caving height is 5.62 times and 4.71 times of mining height respectively under single slice and two slices fully-mechanized caving mining of extra-thick coal seam in soft strata. The ratios provided basis for water-proof safety coal pillars design. According to research results, the "Bottom Gravel Zone" and "Bottom Clay Zone" have the conditions for retaining sand and anti-collapse safety coal (rock) pillars respectively. After optimal design of the north working faces, the slicing fulyl-mechanized caving mining was applied in the area of thin bedrocks and enhanced the production efficiency. After few working faces are mined, the water inflow amount was small and there was no water inrush, indicating the mining methods and prevention measures are reasonable, which has guiding significance for water and sand inrush prevention with fully-mechanized caving mining under unconsolidated aquifer.
  • 关键词

    松散含水层特厚煤层分层综放开采突水溃砂

  • KeyWords

    unconsolidated gravel aquifer; extra-thick coal seam; slicing fully-mechanized caving mining; water and sand inrush

  • 基金项目(Foundation)
    国家自然科学基金资助项目(51804162);国家科技重大专项资助项目(2016ZX05045001-004)
  • 相关文章
  • 相关专题
相关问题

主办单位:煤炭科学研究总院有限公司 中国煤炭学会学术期刊工作委员会

©版权所有2015 煤炭科学研究总院有限公司 地址:北京市朝阳区和平里青年沟东路煤炭大厦 邮编:100013
京ICP备05086979号-16  技术支持:云智互联