顶板定向水力致裂控制迎采动压巷道大变形
首发时间:2015-01-12
摘要:在矿井采用长壁采煤法时,由于采掘接替困难或双巷布置等原因,会出现临近工作面的顺槽在本工作面未采之前已掘进或是在回采过程中掘进的情况。受工作面回采超前支承压力与侧向支承压力的动压作用,迎采巷道与临近回采工作面交锋前后一定范围内的围岩变形剧烈。迎采动压巷道大变形控制采用在顺槽或者高抽巷等措施巷向临近工作面上方特定层位的坚硬煤岩层施工钻孔进行水力致裂,并可预先通过水力割缝或孔底开槽等方法引导水力裂缝定向扩展,从而定向切断煤柱上方坚硬顶板、破坏其整体性,同时起到湿润软化煤岩层的作用;双重作用使顶板及时垮落,减小迎采巷道的超前支承压力及侧向支承压力,实现应力转移与减小动载影响,改善煤柱支承压力分布。麻家梁煤矿的试验表明,在额定流量为200 L/min的致裂泵条件下,坚硬顶板单个致裂钻孔的裂缝扩展长度不小于15 m,控制顶板范围不小于30 m。迎采巷道变形严重段范围缩小了45 m左右,底鼓量平均减小了70 %,两帮移近量平均减小了65 %。坚硬顶板定向水力致裂较好的控制了迎采动压巷道大变形,保障了矿井的安全生产和工作面的正常接替。
关键词: 采矿工程 迎采煤巷 动压巷道 大变形 水力致裂 应力转移
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Directional hydraulic fracturing of roof for control large deformation of dynamic pressure entry heading adjacent advancing coal face
Abstract:When the longwall mining is utilized in coal mine, due to some difficulties in the succeed of mining and tunneling or double entry layout, it often occurs that the entry of the adjacent working face has been tunneled before the working face is mined or the entry of the adjacent working face is being tunneled when the working face is being mined. Influenced by the dynamic pressure of front abutment pressure and lateral abutment pressure, large deformation of the surrounding rock occurs in a range of advancing working face in the meet mining entry. To control large deformation of dynamic pressure entry heading advancing coal face, drill holes in entry or in high drainage roadway to certain rock layer over adjacent working face and conduct hydraulic fracturing. Hydraulic cutting seam or slotting in bottom of drill-hole are also adopted in advance to guide the directional extension of hydraulic fracture, cut off the hard roof above coal-pillar directionally, break the roof's integrity and wet and soften coal or rock layer. Combined effects of directional fracturing and wetting and softening make the roof cave in time, decrease front abutment pressure and lateral abutment pressure in entry heading advancing coal face, transfer the stress, decrease the influence of dynamic pressure and improve the distribution of abutment pressure in coal-pillar. The in-situ test at Majialiang coal mine indicates that the cracks propagation length of one borehole is not less than 15 m; the roof control range is not less than 30 m. After hydraulic fracturing, the severe deformation range of entry heading adjacent advancing coal face is reduced by 45 m, the average floor heave is reduced by 70%, the average convergence of the entry's two sides is reduced by 65%. Directional hydraulic fracturing of hard roof better controls the large deformation of dynamic pressure entry heading adjacent advancing coal face and guarantees the mine's safety production and the working faces' normal succeed.
Keywords: Mining engeneering entry heading adjacent advancing coal face dynamic pressure entry large deformation hydraulic fracture stress transfer
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No.4626607393301420****
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