›› 2013, Vol. 34 ›› Issue (8): 2303-2308.

• Geotechnical Engineering • Previous Articles     Next Articles

Breaking mechanism of shoulder bolt of deep coal roadway in tectonic stress area and its control

XIAO Tong-qiang1, LI Huai-zhen1, XU Ying2, 3, ZHANG Zhi-gao4   

  1. 1. School of Energy Science and Engineering, Henan Polytechnic University, Jiaozuo, Henan 454000, China; 2. State Key Laboratory of Resources and Mine Safety, China University of Mining & Technology, Xuzhou, Jiangsu 221008, China; 3. School of Mining and Safety Engineering, China University of Mining & Technology, Xuzhou, Jiangsu 221008, China; 4. Shandong Xinjulong Energy Limited Liability Company, Heze, Shandong 274918, China
  • Received:2012-11-09 Online:2013-08-12 Published:2013-08-13

Abstract: In deep tectonic stress area, shoulder bolt broken and failure phenomenon is prominent in coal roadway; and it’s easy to induce roof collapse accident. It is an immediate requirement to solve support failure problem. In view of “shoulder bolt breakage” in deep coal roadway under the action of tectonic stress, a mechanical analysis model of shoulder bolt is established to analyze the action of slippage of coal ribs along roof on bolts; and stress and deformation characteristics of shoulder bolt are gotten. Shoulder bolt breaking mechanism is discovered. Under slippage shear force produced by tectonic stress, bending deformation of bolt body happens; and the shear force of shoulder bolt is biggest in interface between coal seam and roof, where the bolt body is cut off easily. Focused on the problem of shoulder bolt breakage, “controlling and yielding coupling support” control technology is put forward. The research results have been successfully applied to engineering practice.

Key words: deep coal roadway, shoulder bolt, shear breakage, controlling and yielding coupling support

CLC Number: 

  • TD 353
[1] XIAO Tong-qiang , BAI Jian-biao , WANG Xiang-yu , CHEN Yong , YU Yang. Stability principle and control of surrounding rock in deep coal roadway with large section and thick top-coal [J]. , 2011, 32(6): 1874-1880.
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