徐彩峰, 雷建华, 陈小港, 罗紫龙. 旺格维利采煤法刀间煤柱宽度优化研究[J]. 中国矿业, 2021, 30(1): 114-120. DOI: 10.12075/j.issn.1004-4051.2021.01.016
    引用本文: 徐彩峰, 雷建华, 陈小港, 罗紫龙. 旺格维利采煤法刀间煤柱宽度优化研究[J]. 中国矿业, 2021, 30(1): 114-120. DOI: 10.12075/j.issn.1004-4051.2021.01.016
    XU Caifeng, LEI Jianhua, CHEN Xiaogang, LUO Zilong. Study on width optimization of narrow pillars in strip Wongawilli mining[J]. CHINA MINING MAGAZINE, 2021, 30(1): 114-120. DOI: 10.12075/j.issn.1004-4051.2021.01.016
    Citation: XU Caifeng, LEI Jianhua, CHEN Xiaogang, LUO Zilong. Study on width optimization of narrow pillars in strip Wongawilli mining[J]. CHINA MINING MAGAZINE, 2021, 30(1): 114-120. DOI: 10.12075/j.issn.1004-4051.2021.01.016

    旺格维利采煤法刀间煤柱宽度优化研究

    Study on width optimization of narrow pillars in strip Wongawilli mining

    • 摘要: 条带式旺格维利采煤法是一种新型高效减沉采煤法,对优质边角煤回收、控制地表下沉、提高工作面安全性等方面均具有重要意义,相较于美国、澳大利亚对旺格维利采煤法成熟的理论研究和丰富的生产实践,我国目前尚处于小范围应用阶段。为研究旺采条件下的煤柱特征,以河东矿L21001旺采工作面为背景,分析了旺采条件下的刀间煤柱受力特征,得出了旺采刀间煤柱尺寸的计算方法,提出了两种不同的刀间煤柱留设方案,并利用FLAC3D数值模拟软件分析了不同尺寸刀间煤柱下的塑性区、巷道位移及围岩应力特征,提出了保障工作面安全回采的措施。结果表明,L21001工作面初采阶段刀间煤柱总宽度为60 m;1.5 m宽刀间煤柱起临时支护作用,随着工作面的推进,刀间煤柱随采随垮或者短时间内就失去支撑能力,采用1 m刀间小煤柱配合3.5 m刀间大煤柱时,小煤柱随采随垮,但大煤柱承载能力较强,可以保障连采机回收完整条支巷;当采硐采出后,顶板出现空顶,原岩应力向周围有支撑的煤柱转移,在煤柱周围形成应力集中,应力集中系数为2~3,煤柱有效承担了上覆岩层的载荷,使巷道及其上覆岩层处于应力降低区内。现场实测表明,支巷中部巷道的表面位移大于支巷两端,方案二顶板下沉量更小、围岩塑性区范围也较小,优化后的煤柱留设方案具有较高的可靠性,在保证安全高效生产的前提下实现了经济效益最大化。

       

      Abstract: Strip Wongawilli mining is a kind of efficient and environmental mining method, which has great significance in high quality marginal coal recovery, surface subsidence control and work face safety.It is initially search in strip Wongawilli mining these days in our country compared to mature application in US and Australia.In order to study the characteristics of narrow pillars, in hedong L21001 coal mine, the coal pillar’s stress characteristics are analyzed, the calculation method of coal pillar size is obtained, two different mining plans are proposed, FLAC3D software is used to analyze the plastic zone, displacement and stress characteristics of surrounding rock near roadway, safety precautions in adopted in working face.The results show that the total width of narrow pillars are 60 m in the initial mining phase.The 1.5 m-wide narrow pillars play a temporary supporting role.With the work face moves on, the narrow pillars will collapse at monment or lose their supporting ability in a short time.When 1 m and 3.5 m narrow pillars are used simultaneously, the smaller naorrow pillars will collapse but the larger narrow pillars have a strong bearing capacity, which can ensure the safety of continuous mining machine.When the roof is caved in, the stress of the original rock is transferred to the narrow pillars, and stress concentration is formed around the narrow pillar.The stress concentration coefficient is 2-3.The narrow pillars effectively bear the load of the overlying strata, making the roadway and the overlying strata in the stress reduction zone.The field measurement shows that the surface displacement of the roadway in the middle of the branch lane is larger than that at both ends of the branch lane, the subsidence of roof in the second plan is smaller, so is the plastic zone.The optimized plan has higher reliability and maximizes economic benefits on the premise of ensuring safe and efficient production.

       

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