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Research of the Surrounding Rock Deformation Control Technology in Roadway under Multiple Excavations and Mining

机译:多种挖掘和采矿下巷道周围岩石变形控制技术研究

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To effectively control the large surrounding rock deformation of the mining roadway under multiple excavations and mining in Wangcun coal mine, the field investigation, numerical simulation, field test, and monitoring were conducted, and the characteristics of stress and deformation evolution of the surrounding rock under the influence of multiple excavations and mining were analyzed; then the collaborative supporting technology of high prestressed bolt and short anchor cables was proposed in this study. The results show the following: (1) under the influence of multiple excavations and mining, the peak vertical stress of the typical air-return roadway reaches 23?MPa, and the deformation increases by about 2.8 times after the mining of adjacent panel. (2) The principle of the roadway support under the influence of multiple excavations and mining in Wangcun coal mine is determined; from the perspective of prestress, we can conclude that the active support of short anchor cables is better than that of long anchor cables. (3) Based on the results of the field monitoring, the bolt stress can be divided into four stages: the loss stage of prestress, the sudden-decrease stage of the roof periodic weighting, the decrease stage of advanced support, and the rapid-increase stage of strong disturbance. Due to the large anchorage range of anchor cables, there is no decrease stage of advanced support. After the application of prestress, the bolt stress of side bolts and top bolts decreases, and the reduction amplitude is up to 30?kN. (4) As the panel advances, the deformation of the surrounding roadway increases, and the growth rate is also increasing gradually. However, the final displacement of the roof, floor, and two sides is within 18?mm. The bolt and anchor cables are not broken, and the control effect is good. The research results have a certain reference value for similar roadway control.
机译:为了有效控制下的多个发掘和王村煤矿,实地调查,数值模拟,现场试验和监测开采回采巷道的大围岩变形进行的,而应力和围岩变形演化下的特性多挖掘和采矿的影响进行了分析;那么高预应力锚杆和短锚索的协作配套技术在这项研究中提出的。结果显示如下:(1)多个挖掘和采矿的影响下,典型的空气返回巷道达到的峰值垂直应力23兆帕,并且通过约2.8倍的变形增大相邻面板的开采后?。 (2)多挖掘和采矿王村煤矿被确定的影响下,行车道支持的原则;从预应力的角度来看,我们可以得出结论,短锚索的积极支持比长锚索更好。 (3)根据现场监测的结果,螺栓应力可分为四个阶段:预应力的损失阶段,车顶周期性加权的突然下降阶段,先进的支持下降阶段和速效加大强干扰的阶段。由于锚索的大型锚地范围,有先进的支持没有减少的阶段。预应力的应用程序后,侧螺栓和螺栓顶部的螺栓应力减小,并且减少幅度高达30?千牛。 (4)由于面板的进步,周围巷道增加变形,并且生长速度也逐渐增多。然而,屋顶,地板和两侧的最终位移是在18?左右。螺栓和固定电缆是否断裂,控制效果良好。研究结果对类似巷道控制有一定的参考价值。

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