煤炭工程 ›› 2015, Vol. 47 ›› Issue (2): 22-24.doi: 10.11799/ce201502007

• 设计技术 • 上一篇    下一篇

综采工作面主回撤通道垛式支架工作阻力确定研究

高登云   

  1. 神东煤炭集团大柳塔煤矿
  • 收稿日期:2013-12-31 修回日期:2014-03-16 出版日期:2015-02-10 发布日期:2015-02-15
  • 通讯作者: 高登云 E-mail:905374483@qq.com

THE CALCULATION OF THE WORKING RESISTANCE OF CHOCK SUPPORT IN THE EQUIPMENT REMOVE GATEWAY FULLY-MECHANIZED FACE

  • Received:2013-12-31 Revised:2014-03-16 Online:2015-02-10 Published:2015-02-15

摘要: 基于神东矿区大柳塔煤矿22202大采高综采工作面主回撤通道地质特点,运用FLAC 3D数值模拟技术,得出上覆12煤采空区对工作面无影响。根据工作面开采地质条件和实测矿压规律,构建主回撤区顶板结构模型,并导出主动支护的支架支护强度,据此计算垛式支架工作阻力基准值为9998kN。考虑顶板结构的差异性,建议采用工作阻力11000kN垛式支架。实测22202工作面主回撤通道片帮轻微,无冒顶,顶底板移近量和两帮移近量均很小,控顶效果好。

Abstract: Based on the geological feature of the 22202 large mining height fully-mechanized face in the Shendong mining area DAliuta Coal Mine equipment remove channel, using FLAC 3D numerical simulation technology,we obtain results that the 12 overlying the coal mined-out area has no effect on the face. According to the mining geological conditions and the measured strata behavior regulavity of the face, we costruct roof structure model of the equipment remove area, and export the active support strength of stents, on the basis of it, calculating the reference value of chock support working resistance is 9998kN。Considering the differences of the roof structure, we suggest that the used chock support working resistance is 11000kN。The measured rib spalling of equipment remove gateway in 22202working face is slight, no roof fall, and both the roof-to-floor convergence and the roadway’s sides convergence is very small, so the roof control effect is good.

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