• 中文核心期刊
  • 中国科技核心期刊
  • RCCSE中国核心学术期刊

偏“W”通风小煤柱联络巷优化设计

张瀚, 李英明

张瀚, 李英明. 偏“W”通风小煤柱联络巷优化设计[J]. 煤矿安全, 2013, 44(9): 156-159.
引用本文: 张瀚, 李英明. 偏“W”通风小煤柱联络巷优化设计[J]. 煤矿安全, 2013, 44(9): 156-159.
ZHANG Han, LI Ying-ming. Optimal Design of Small Pillar Link-roadway of Partial W-type Ventilation[J]. Safety in Coal Mines, 2013, 44(9): 156-159.
Citation: ZHANG Han, LI Ying-ming. Optimal Design of Small Pillar Link-roadway of Partial W-type Ventilation[J]. Safety in Coal Mines, 2013, 44(9): 156-159.

偏“W”通风小煤柱联络巷优化设计

Optimal Design of Small Pillar Link-roadway of Partial W-type Ventilation

  • 摘要: 采用数值模拟方法分析了偏“W”通风条件下联络巷在掘进和开采时,巷道围岩变形和应力显现规律,对偏“W”通风小煤柱联络巷进行了优化设计。研究结果表明:联络巷间距>40 m情况下,其间距对联络巷的稳定性影响不大;联络巷与工作面巷道夹角是其主要影响因素,分析出夹角在60°~120°时,巷道及周边空间变形较为剧烈。得出优化设计方案:联络巷按220 m间距呈135°方位角依次向里布置。并通过工程应用,表明该方案是合理的。
    Abstract: By the means of numerical simulation, it analyzed the surrounding rock deformation and stress behavior law when driving and mining of link-roadway on the condition of partial W-type ventilation, and made optimal design for small pillar link-roadway of partial W-type ventilation. The results showed that link-roadways distance made very little difference to the stability of link-roadway if it was greater than 40m; the angle between link-roadway and working face was the major influence factor, and it obtained that roadways and surrounding space deformed severely within 60°~120°;The optimal design scheme was that the link-roadway was in sequence arranged inside according to the distance of 220m and azimuth of 135°.Finally, the engineering application testified the rationality of the design.
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  • 发布日期:  2013-09-19

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