Mechanism Analysis of Anchor Bolt and Cable Synergistic Action in Coal Roadway Support

Author:

Cheng Peng1,Zhang Jian1,Liu Ai Qing1

Affiliation:

1. Tiandi Science and Technology Co. , Ltd

Abstract

Aiming at the current situation of anchor bolt and cable arrangement in mine roadway support, the paper analysis the mechanical characteristics and mechanism of bolts and cables, and numerical simulation method is used to comparison and analysis of pre-tension distribution characteristics under different anchor bolt-cable arrangement. The research indicated that separate anchor bolt-cable layout in different sections, anchor bolt and cable force stable equilibrium, coordinate with each other, at this time roadway surrounding rock of shallow and deep pretension distribution more reasonable, can play a role of bolt anchor cable synergistic action, and form the best pre-tension load-bearing structure, which is helpful to keep the stability of coal roadway.

Publisher

Trans Tech Publications, Ltd.

Reference8 articles.

1. KANG Hong-pu, WANG Jin-hua. Rock bolting theory and complete technology for coal roadways[M]. Beijing: China coal industry publishing house, (2007).

2. Hong-Pu Kang, Tie-Ming Jiang, Fu-Qiaag Gao. Design for pretensioned rock bolting parameters[J]. Journal of china coal society. 2008, 33(7): 721-726.

3. Jin-Hua Wang, Hong-Pu Kang, Fu-Qiang Gao. Numerical simulation on load-transfer mechanisms and stress distribution characteristics of cable bolts[J]. Journal of china coal society. 2008, 33(1): 1-6.

4. Hong-Pu Kang. Analysis on types and interaction of stress fields in underground coal mines. Journal of china coal society. 2008(12): 1329-1335.

5. Fan Ming-Jian, Kang Hong-Pu. Relationship Research of Bolt Pre-stress and Supporting Effect of Roadway[J]. Coal Mining Technology. 2007, 12(4): 1-3.

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