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A new design of support for burst-prone rock mass in underground ore mining

机译:地下矿山易爆岩体支护的新设计

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The article presents the basic methods of strengthening room and roadway excavations in underground ore mining. In particular, it was pointed out that the mining support is very often exposed to additional dynamic loads resulting from the mining of the deposit by means of explosives (slight) as well as from the load arising from rock mass tremors. In the article a new design of arch yielding support adapted to dynamic loads, which can be used in long-term access excavations was proposed. For this case, an exemplary spring deflection, which is located in the support foot cylinder, based on the principle of work and energy was calculated. In the case of exploitation room excavations, laboratory tensile tests of the long expansion rock bolt support, which were carried out in the rock bolting laboratory at the Department of Underground Mining AGH were presented. Load-displacement characteristics for long expansion rock bolt support with a particular indication of the elastic and plastic range were presented. In the summary, it was concluded that with the increase in the depth of exploitation, safe and efficient mining will be possible only due to the use of a support with appropriate yielding.
机译:本文介绍了在地下矿石开采中加强机房和巷道开挖的基本方法。特别指出的是,采矿支护经常承受额外的动态载荷,这些载荷是由于通过爆炸物(轻微)开采矿床以及岩体震动引起的载荷而产生的。在本文中,提出了一种新的拱形屈服支撑设计,该设计适用于动态载荷,可用于长期通道开挖。在这种情况下,根据功和能量的原理计算了一个位于支撑脚缸中的示例性弹簧挠度。对于开挖室的开挖,提出了在地下采矿局AGH的岩石锚固实验室中对长膨胀岩石锚固支座进行的实验室拉伸试验。提出了长膨胀岩石锚杆支座的载荷-位移特性,并特别指出了弹性和塑性范围。总结中得出的结论是,随着开采深度的增加,仅由于使用了具有适当产量的支持物,才可能实现安全,高效的开采。

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