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Strata Movement Around Large Mining Height Face Area with Fully Mechanized Method in Steeply Dipping Thick Seam

机译:大型采矿高度面积周围的地层运动,陡峭浸渍厚缝的全机械化方法

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The steeply dipping coal seams in this paper refer to those with the angle of inclination ranging from 35° to 55°. The reserves of the steep coal seams account for approximately 15%~20% of the total coal reserves in China. In the past 12 years, the top-coal caving mining method had been used to mine the steeply dipping thick (11.5-16.4 ft or 3.5-5.0m) coal seams. However, the mining process of top coal caving is complex with low recovery rate and nearly 30% of coal was wasted. Those problems can be solved by using the single pass large mining height (11.5-16.4 ft or 3.5-5.0m) method. But the movement of the overlying strata around the mining face area of large mining height is complex and it is hard to control the stability of "rock-shield support" system. Therefore, field measurement, numerical simulation and physical (similarity material) simulation methods were used simultaneously to analyze the strata movement, roof structure and rock-shield support interaction characteristics. The results indicate that strata movement, which is the same as mining the steeply dipping seams with conventional mining heights, is asymmetrical about the dipping direction of the face; deformation, failures, and movement of the surrounding rocks are more intense; the roof weighting interval decreases; the weighting intensity increases significantly; and face sloughage occurs frequently. In the gob, the space for sliding and rolling of the roof increases; the broken main roof tends to form an anti-dip pile structure; the backfilling and compactness of broken roof increase at the lower portion of the face, thereby inducing significant unbalance in stress distribution between the upper and lower portions of the face. The overlying strata above the face form a multi-level step structure. The characteristics of contact and loading of roof-shield support system are more complex. The range of shield load variation is larger, and interaction between shield supports occurs frequently. Anti-toppling and anti-sliding devices at the face become more difficult to implement. The research results provide a theoretical basis for the mining practices in the steeply dipping thick seams with a large mining height. The practice in panel 25221 of 2130 coal mine indicates that the accident rates have been greatly reduced and good technical and economic benefits have been realized.
机译:本文中的陡峭浸渍煤层是指带有35°至55°的倾斜角度的煤层。陡峭煤层的储备占中国总煤炭储备的约15%〜20%。在过去的12年中,顶煤开采方法已被用来挖掘厚度厚(11.5-16.4英尺或3.5-5.0米)的煤层。然而,顶部煤炭崩落的采矿过程具有较低的回收率,较近30%的煤被浪费。使用单通机大型采矿高度(11.5-16.4 FT或3.5-5.0M)方法,可以解决这些问题。但覆盖地层周围的采矿面积大的矿井面积的运动很复杂,很难控制“摇滚保护”系统的稳定性。因此,使用现场测量,数值模拟和物理(相似性材料)仿真方法,以分析地层运动,屋顶结构和岩罩支撑相互作用特性。结果表明,地层运动与具有常规挖掘高度的陡峭浸渍接缝相同,对面部的浸渍方向是不对称的;周围岩石的变形,故障和运动更加强烈;屋顶加权间隔减小;加权强度显着增加;和脸庞经常发生。在GOB中,用于滑动和滚动的空间增加;破碎的主屋顶倾向于形成防倾桩结构;破碎屋顶的后部升压和紧凑性在面部下部增加,从而在面部和下部之间的应力分布中诱导显着不平衡。面部上方的覆盖层形成多级步骤结构。屋顶屏蔽支撑系统的接触和装载的特性更复杂。屏蔽负载变化范围较大,并且屏蔽支撑件之间的相互作用经常发生。脸部的防倒降和防滑动装置变得更加难以实现。研究结果为陡峭浸渍厚接缝中的采矿实践提供了具有大型采矿高度的较大的理论依据。 2130煤矿面板25221的实践表明,事故率已经大大降低,实现了良好的技术和经济效益。

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