摘要
针对山地浅埋煤层开采过程中工作面出现的矿压显现强烈,支架被压死或支架尾梁与顶梁分离等现象,通过建立山地浅埋煤层基本顶初次垮落时岩块触矸前控制基本顶滑落失稳的结构力学模型对山地浅埋煤层开采工作面支架合理工作阻力进行了研究。研究表明:山地浅埋煤层开采过程中基本顶出现滑落失稳的可能性相对较大,且基本顶的初次破断具有不对称性,通过计算得出发耳井田1、3煤层山地浅埋煤层工作面液压支架工作阻力应大于5 773 kN。
Considering the phenomenon appeared in mountainous shallow-buried coal seam such as roof pressure was large, strata behaviors were intense, and supports damaged or the tail beam and roof beam separated, it re- searched the determination of the support' s reasonable working resistance in mountainous shallow-buried coal seam mining working face through establishing the roof structure model of the basic roof' s first collapse and periodic col- lapse by the method of theoretical analysis. The possibility of appearing sliding instability was relatively larger in mountainous shallow-buried coal seam mining. And the basic roof' s primary collapse was anisomerous. Based on cal- culation, the hydraulic support' s working resistance should be more than 5773kN in the working face of the 1st and 3rd coal seam in Faer mine field.
出处
《地下空间与工程学报》
CSCD
北大核心
2012年第5期1034-1040,共7页
Chinese Journal of Underground Space and Engineering
基金
国家自然科学基金青年科学基金项目(51104093)
中国矿业大学煤炭资源与安全开采国家重点实验室开放研究基金资助项目(09KF02)
长江学者和创新团队发展计划资助
山东省"泰山学者"建设工程专项经费资助
关键词
山地浅埋煤层开采
矿压显现
顶板岩块结构
支架工作阻力
mountainous shallow-buried coal seam mining
strata behaviors
roof rock structure
support ' s work- ing resistance