超大采高坚硬特厚煤层综放工作面端部顶煤放落特性研究及应用

Research and application of top coal caving characteristics at end of fully mechanized caving working face in hard and thick coal seam with super large mining height

  • 摘要: 超大采高综放开采是厚及特厚煤层安全高效开采的有效方法,针对坚硬煤层综放开采端部顶煤冒放性差的难题,以榆神矿区神树畔煤矿7.2 m超大采高综放工作面为研究背景,结合坚硬顶板—厚硬顶煤的地质赋存条件,基于3115超大采高综放工作面矿压显现特征,采用中厚板理论研究了厚硬顶板端部区域变形特征及裂断规律,通过3DEC数值模拟揭示了端部特殊顶板结构下,顶煤体内部应力场–位移场–裂隙场的演化机制,研究了机采采高及大初撑力液压支架对端部顶煤破碎效果的影响。结果表明:① 7.2 m超大空间开采导致上覆坚硬岩层剧烈破断,工作面初次来压强动载效应显著,工作面周期来压具有“大小周期来压、大周期连续性来压”的特点。来压时序表现为工作面中部向两端间次交替传递,来压空间差异性显著,主要集中在20—90号架次范围内,机头机尾区域近40 m无压力显现。② 坚硬顶板破断模式为拉伸–剪切混合破断,顶板厚度越大,端部空间刚度效应愈发显著,端部区域随工作面推进将持续形成大范围稳定的弧三角形悬板结构,该结构失稳裂断滞后性显著,保证了超大采高全工作面放煤的安全性和可靠性,但同时屏蔽了顶板破断失稳的应力传递,导致其下伏工作面区域顶煤表现为冒落块度大、滞后冒落乃至悬顶的非线性演变。③ 通过增大工作面机采高度、应用大初撑力液压支架,可以实现人为主动调控放落区顶煤体结构及其放落特性。当工作面机采高度增大至7.2 m,超前区域端部煤体卸载损伤加剧,端部顶煤结构由“裂隙梁带”演变为“块体带”或“块体带–散体带”。在端部区域支架–围岩结构体系中,支架直接主导顶煤体应力状态的演化路径,并驱动其应力主轴发生偏转。控顶区顶煤经历2次加载–卸载,伴随最大主应力方向发生2次偏转,中层位煤体发生张拉–剪切混合破坏。支架初撑力提升有效驱动顶煤体裂隙上行扩展,促进中上层位煤体解构破裂。④ 超大采高全工作面放顶煤开采成套装备,将坚硬煤层采出率大幅提高至91.21%,平均提升10.71%,单面推采结束预计额外回收60余万t煤炭,首创实现了全工作面放煤的综放开采新模式,攻克解决了弧三角形悬板下伏坚硬顶煤难冒落的难题,为特厚硬煤开采技术发展起到了重要的推动作用。

     

    Abstract: Fully-mechanized caving mining with super-large mining height is an effective method for safe and efficient mining of thick and extra-thick coal seams. Aiming at the problem of poor top coal caving ability at the end of fully-mechanized caving mining in hard coal seams, this paper takes the 7.2 m fully-mechanized caving working face with super-large mining height in Shenshupan Coal Mine of Yushen Mining Area as the research background. Combined with the geological occurrence conditions of hard roof-thick hard top coal, based on the characteristics of mine pressure in 3115 fully-mechanized caving working face with super-large mining height, the deformation characteristics and fracture law of the end area of thick and hard roof are studied by medium-thick plate theory. The evolution mechanism of stress field-displacement field-crack field in top coal under special roof structure at the end is revealed by 3DEC numerical simulation. The influence of mechanical mining height and large setting force hydraulic support on the crushing effect of top coal at the end was studied. The results show that: ① The mining of 7.2 m super large space leads to the severe fracture of the overlying hard rock stratum, and the dynamic load effect of the initial pressure of the working face is significant. The periodic pressure of the working face has the characteristics of “large and small periodic pressure, large periodic continuous pressure ”. The time sequence of pressure is characterized by alternating transmission from the middle of the working face to both ends, and the spatial difference of pressure is significant, mainly concentrated in the range of No.20—No.90, and there is no pressure in the head and tail area of nearly 40 m. ② The fracture mode of hard roof is tensile-shear mixed fracture. The larger the thickness of the roof is, the more significant the spatial stiffness effect of the end is. The end area will continue to form a large-scale stable arc triangle hanging plate structure with the advance of the working face. The instability and fracture lag of the structure is significant, which demonstrates the safety and reliability of coal caving mining in the whole working face with super large mining height. The arc triangle hanging plate structure also shields the stress transfer of roof fracture instability, which leads to the nonlinear evolution of top coal in the underlying working face area, such as large caving block, lagging caving and even hanging roof. ③ By increasing the mining height of the working face and applying the hydraulic support with large initial support force, the structure and caving characteristics of the top coal body in the caving area can be actively controlled. When the mining height of the working face is increased to 7.2 m, the unloading damage of the coal body at the end of the advanced area is aggravated, and the top coal structure at the end is evolved from “ fissure beam zone ” to “block zone ” or “block zone-bulk zone ”. In the support-surrounding rock structure system of the end area, the support directly dominates the evolution path of the stress state of the top coal body and drives the deflection of its stress principal axis. The top coal in the roof control area experienced two loading-unloading, with two deflections in the direction of the maximum principal stress, and the tensile-shear mixed failure of the middle coal body occurred. The increase of the initial support force of the support effectively drives the middle and upper coal body to deconstruct and fracture. ④ The complete set of equipment for top-coal caving mining in the whole working face with super-large mining height has greatly increased the recovery rate of hard coal seam to 91.21%, with an average increase of 10.71%. At the end of single-sided mining, more than 600000 tons of coal is expected to be recovered. The new mode of fully mechanized top coal caving mining in the whole working face is realized, and the problem of difficult caving of hard top coal under the arc triangle hanging plate is solved, which plays an important role in promoting the development of extra-thick hard coal mining technology.

     

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