煤炭工程 ›› 2015, Vol. 47 ›› Issue (6): 84-87.doi: 10.11799/ce201506028

• 研究探讨 • 上一篇    下一篇

急倾斜薄煤层开采顶板应力分布及变形特征研究

罗代洪   

  1. 川煤集团广旺公司
  • 收稿日期:2014-08-16 修回日期:2014-09-13 出版日期:2015-06-10 发布日期:2015-06-12
  • 通讯作者: 罗代洪 E-mail:1208990264@qq.com

Study on the law of Roof Stress and Deformation in Steeply Inclined Thin Coal Seam mining

  • Received:2014-08-16 Revised:2014-09-13 Online:2015-06-10 Published:2015-06-12

摘要: 基于赵家坝煤矿1921急倾斜薄煤层工作面工程地质条件,采用理论分析、数值模拟和现场实测的方法研究急倾斜薄煤层工作面顶板应力及变形特征。研究结果表明:急倾斜薄煤层采场顶板应力分布具有明显的区域化特征,工作面两端实体煤上方顶板为应力增高区,工作面上方顶板为应力降低区,应力降低区呈不对称平顶拱形分布;工作面倾向不同位置超前支承压力不同,工作面中部明显大于工作面上部和下部;煤壁超前支承压力集中系数随工作面的推进不断增加,当推进距离达到50m后,基本保持不变;顶板下沉曲线呈不对称瓢形分布,工作面中上部顶板下沉量最大。研究结果与实际顶板受力变形相同。

关键词: 急倾斜薄煤层, 顶板, 超前支承压力, 下沉曲线, 应力分布

Abstract: According to the occurrence and engineering geological conditions of 1921 working face in steeply inclined thin coal seam in Zhaojiaba Coal Mine, to study on the law of roof stress and deformation in steeply inclined thin seam by using the theoretical analysis, numerical simulation and filed measurement. The results show that the steeply inclined thin coal seam roof stress has obvious regional characteristics; the roof of solid coal at the ends of working face is the increased stress area, the roof above the working face is the decreased stress area, and the area shows asymmetric flat arch distribution; the advanced support pressure in different position of working face is different, the middle of working face is significantly greater than that of upper and lower; the stress concentration factor for the advanced support pressure is approximately parabolic growth with the advancing distance, When the advancing distance is 50m, the stress concentration factor remained basically unchanged; the subsidence curve of roof showed asymmetric gourd shaped distribution obviously, the upper roof subsidence of working face is maximum. Research results conform to actual roof deformation.

Key words: steeply inclined thin seam, roof stress and deformation, numerical simulation, he advanced support pressure, the subsidence curve

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