非爆破密集钻孔切顶机理及参数优化研究
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太原理工大学

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国家自然科学基金(42072203)


Study on the Mechanism and Parameter Optimization of Non-blasting Intensive Drilling Top Cutting
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taiyuan university of technology

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    摘要:

    预裂切顶是维护沿空巷道围岩稳定性的一种重要方式,为了解决瓦斯聚集区域爆破切顶的安全性和采动裂隙发育区水力压裂的局限性问题,研究了沿空留巷切顶和未切顶时顶板力学结构、非爆破密集钻孔切顶机理及切顶钻孔的参数优化。运用钻孔周围应力集中致裂围岩的方法,分析了密集钻孔切顶的机理,并且运用数值模拟软件3DEC研究了密集钻孔对东峰煤矿3202进风顺槽沿空留巷复用巷道切顶的效果,并进行参数优化。研究结果表明:在不进行钻孔切顶时,留巷顶板下沉严重;当钻孔直径为110 mm、间距为150 mm时,可形成密集钻孔弱化带;钻孔间岩层破裂明显;当钻孔高度22m,钻孔角度为仰角80°时基本顶岩层完全垮落,留巷顶底板移近量明显减小。

    Abstract:

    In order to solve the problems of safety of blasting roof cutting in gas accumulation area and limitation of hydraulic fracture in mining fracture development area, we studied the mechanical structure of roof plate during roof cutting and uncutting along the empty retention lane, the mechanism of roof cutting by non-blasting intensive drilling and the parameter optimization of roof cutting drilling. Using the method of stress concentration around the borehole to crack the surrounding rock, the mechanism of dense drilling to cut the roof was analyzed, and the effect of dense drilling to cut the roof along the reuse lane of the 3202 inlet windway of Dongfeng coal mine was studied with the numerical simulation software 3DEC, and the parameters were optimized. The research results show that: when no drilling is done to cut the roof, the top plate of the stay lane sinks seriously; when the diameter of the drilling is 110 mm and the spacing is 150 mm, a dense drilling weakening zone can be formed; the rock layer between the drilling is broken obviously; when the drilling height is 22 m and the angle of drilling is 80° in elevation, the basic top rock layer collapses completely and the displacement of the top and bottom plate of the stay lane is reduced obviously.

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  • 收稿日期:2023-03-13
  • 最后修改日期:2023-03-24
  • 录用日期:2023-03-26
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