Research on formation mechanism and application of anchor structure for thick coal roadway in sliding structure zone

被引:0
|
作者
Jing S. [1 ,2 ]
Lu L. [1 ]
Jiang J. [1 ]
机构
[1] School of Mines, Key Laboratory of Deep Coal Resource Mining, China University of Mining & Technology, Xuzhou, 221116, Jiangsu
[2] Post Doctoral Research Base, Zhengzhou Coal Industry (Group) Corporation Limited Liability Company, Zhengzhou, 450007, Henan
关键词
Anchor structure; Roadway; Sliding structure; Thick coal seam;
D O I
10.13545/j.cnki.jmse.2017.05.015
中图分类号
学科分类号
摘要
Aiming at the occurrence condition of coal seam in Zhengzhou mining field, the deformation and failure mechanism of thick coal seam roadway in the sliding structure zone is explained from three aspects: the structure of coal seam, the sequence of overlying strata and the supporting characteristics. The mechanical conditions for the formation of the anchoring structure in the thick coal seam are studied by establishing the mechanical model. According to the geological and mining conditions of 22031 working face in the Chaohua coal mine, the thickness of anchor structure in roof and side are determined by measuring anchor length of bolt. On the basis of these works, the pretension force of bolt needed to form the anchor structure in roof and side are calculated, which are 45.7 kN and 44.0 kN, respectively. The observation data show that the rib-to-rib convergence in the roadway is about 270 mm, and the roof-to-floor convergence is about 330 mm. The deformation of roadway surrounding rock is controlled effectively. © 2017, Editorial Board of Journal of Mining & Safety Engineering. All right reserved.
引用
收藏
页码:928 / 932
页数:4
相关论文
共 11 条
  • [1] Kang H., Wang J., Lin J., Case studies of rock bolting in coal mine roadways, Chinese Journal of Rock Mechanics and Engineering, 29, 4, pp. 649-664, (2010)
  • [2] Wang J., New development of rock bolting technology for coal roadway in China, Journal of China Coal Society, 32, 2, pp. 113-118, (2007)
  • [3] Zhang N., Gao M., High-strength and pretension bolting support of coal roadway and its application, Journal of China University of Mining & Technology, 33, 5, pp. 524-527, (2004)
  • [4] Kang H., Wang J., Lin J., High pretensioned stress and intensive bolting system and its application to deep roadways, Journal of China Coal Society, 32, 12, pp. 1233-1238, (2007)
  • [5] Kang H., Study and application of complete rock bolting technology to coal roadway, Chinese Journal of Rock Mechanics and Engineering, 24, 21, pp. 3959-3964, (2005)
  • [6] Xie W., Jing S., Wang T., Et al., Structural stability of U-steel support and its control technology, Chinese Journal of Rock Mechanics and Engineering, 29, pp. 3743-3748, (2010)
  • [7] Jing S., Wang Q., Chen J., Study on strengthening control mechanism with support and cable for roadway in "three-soft"coal seam during deep mining, Journal of Mining & Safety Engineering, 31, 6, pp. 938-944, (2014)
  • [8] Wang C., Cao D., Slip structure in the coal basin of carboniferous and permian in the Song mountain and Ji mountain area Henan province, Journal of Xiangtan Institute, 4, 1, pp. 28-33, (1989)
  • [9] Zhai Y., Mechanical mechanism of bolted structure forming in strong fissured surrounding rock, Journal of China Coal Society, 36, 9, pp. 1435-1439, (2011)
  • [10] Yang S., Zhang B., The influence of bolt action force to the mechanical property of rocks, Rock and Soil Mechanics, 24, pp. 279-282, (2003)