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急倾斜长壁工作面开采老顶平衡结构阻水性能

The effect of water-block for the bearing structure in main roof rocks due to mining in steep long-wall seam

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【作者】 冯锦艳王金安朱建明焦申华

【Author】 FENG Jin-yan1,WANG Jin-an2,ZHU Jian-ming1,JIAO Shen-hua3(1.School of Traffic Science and Technology,Beijing University of Aeronautics & Astronautics,Beijing 100083,China;2.School of Civil and Environment Engineering,University of Science and Technology Beijing,Beijing 100083,China;3.Beijing Geotechnical and Investigation Engineering Institute,China Geo-Engineering Corporation,Beijing 100083,China)

【机构】 北京航空航天大学交通科学与工程学院北京科技大学土木与环境工程学院中国地质工程集团公司北京岩土工程勘察院

【摘要】 在急倾斜长壁工作面沿倾斜方向形成老顶平衡结构的理论基础上,进一步研究了老顶平衡结构的阻水性能.通过建立王家山矿区老顶平衡结构受力与孔隙水压力之间的关系,得出老顶平衡结构起到阻水作用所需的工作面采深为238.52 m.通过现场监测工作面内雨水流量与采深的关系得知,当采深大于235 m时,工作面内雨水流量开始减小.理论推导结果与实际结果基本吻合,从而证明了在一定采深下,老顶平衡结构可以起到阻止雨水入渗的作用.

【Abstract】 There is a bearing structure along lean direction in main roof rocks due to mining in steep long-wall seam.On the base of this theory,the effect of the water-block of this bearing structure along lean direction was analyzed.The mining depth to prohibiting from rain was 238.52 m in Wangjiashan mining area,and it was calculated through the relation between the stresses of the bearing structure and the pore pressure.The relation between the fluxes in the working face acquired from statute and the mining depth indicates that the fluxes in the working face become less and less when the mining depth is over 235 m.The results from theoretical arithmetic are nearly consistent with the results from statute.The bearing structure along lean direction in main roof rocks due to mining in steep long-wall seam can prohibit from rain in special mining depth.

【关键词】 急倾斜长壁工作面阻水采深
【Key words】 high steeplong-wall working facewater-blockmining depth
  • 【文献出处】 煤炭学报 ,Journal of China Coal Society , 编辑部邮箱 ,2009年02期
  • 【分类号】TD823.213
  • 【被引频次】4
  • 【下载频次】227
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