于雷, 闫少宏. 特厚煤层综放开采顶板岩层控制基本原理[J]. 煤炭学报, 2020, 45(S1): 31-37. DOI: 10.13225/j.cnki.jccs.2020.0230
引用本文: 于雷, 闫少宏. 特厚煤层综放开采顶板岩层控制基本原理[J]. 煤炭学报, 2020, 45(S1): 31-37. DOI: 10.13225/j.cnki.jccs.2020.0230
YU Lei, YAN Shaohong. The basic principle of roof strata control in fully mechanized caving mining of extra thick coal seam[J]. Journal of China Coal Society, 2020, 45(S1): 31-37. DOI: 10.13225/j.cnki.jccs.2020.0230
Citation: YU Lei, YAN Shaohong. The basic principle of roof strata control in fully mechanized caving mining of extra thick coal seam[J]. Journal of China Coal Society, 2020, 45(S1): 31-37. DOI: 10.13225/j.cnki.jccs.2020.0230

特厚煤层综放开采顶板岩层控制基本原理

The basic principle of roof strata control in fully mechanized caving mining of extra thick coal seam

  • 摘要: 基于无法改变矿井采掘活动中煤岩体的初始赋存状态、缺乏准确获知其赋存特点及工程响应特征的技术手段,采用理论分析对特厚煤层综放开采顶板岩层控制基本原理进行了研究。特厚煤层综放开采顶板岩层具有3个特点,即“暂时稳定性”“及时垮落性”以及两种状态的周期性转化,岩层控制的基本原理就是控制工作面回采过程中顶板岩层结构的“暂时稳定性”。维护顶板岩层结构的“暂时稳定性”,需要避免上位直接顶“组合短悬臂梁”结构发生滑落失稳以及基本顶“铰接岩梁”结构失稳;通过分析“铰接岩梁”结构两种失稳条件和“组合短悬臂梁”结构3种失稳模式,提出了维护特厚煤层综放开采顶板岩层结构“暂时稳定性”液压支架所受变形压力需满足的条件,得出了可通过外界干预促使“铰接岩梁”结构进一步向上转移、减小“铰接岩梁”断裂步距和“组合短悬臂梁”长度等手段减缓来压强度,维护特厚煤层综放开采顶板结构稳定。现场验证表明:通过外力促使“铰接岩梁”结构进一步向上转移,同时降低“组合短悬臂梁”的长度等措施保障了矿压显现剧烈、多次出现支架损坏综放工作面的接续面在原综放设备不变的前提下实现安全高效回采。

     

    Abstract: Based on the inability to change the initial occurrence state of coal and rock mass in mining activities,and a lack of technical means to accurately understand its occurrence characteristics and engineering response characteristics,the theoretical analysis method is used to study the basic principle of roof strata control in the fully mechanized caving mining of extra thick coal seam. The study concluded that "temporary stability" state,'timely caving" state and a periodic transformation of the two states are three typical characteristics in extra thick coal seam roof strata using fully mechanized caving mining. The basic principle of roof strata control in the fully mechanized caving mining of extra thick coal seam is to control the "temporary stability" of the roof rock structure during the mining process. To maintain the "temporary stability",it is needed to avoid the sliding destabilization of the upper immediate roof "combined short cantilever beam" structure and the destabilization of the basic top "articulated rock beam" structure.Based on the analysis of the two instability conditions of the "articulated rock beam" structure and three instability modes of the "combined short cantilever beam" structure,the conditions of the deformation pressure on the hydraulic support to maintain the "temporary stability" of the roof rock layer structure in a fully mechanized top coal caving min-ing is proposed. It is concluded that external intervention can be used to promote the "articulated rock beam" structure to further shift upwards,reduce the "articulated rock beam" fracture step and "combined cantilever beam"length. These measures can slow down the pressure intensity and maintain the roof structure stability of fully-mechanized top coal caving. The field test results show that taking some measures,including external intervention to promote the "articulated rock beam" structure to further shift upwards and reduce the "combined cantilever beam" length,can ensure safely and efficiently coal mining at the follow up working face where has shown severe pressure behaviors and multiple support damage,on the permission of keeping original fully mechanized caving equipment.

     

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