首页> 外文会议>International Conference on Ground Control in Mining >Engineering Classification of Ultra-close Multiple Seam Roof in Datong Mining District of China
【24h】

Engineering Classification of Ultra-close Multiple Seam Roof in Datong Mining District of China

机译:大同矿区超近煤层屋顶工程分类

获取原文

摘要

The range of interburden thickness between coal seams in Datong Mining District of China is large. From mining operation point of view, the closer is between the two seams, the greater is the impact from the upper seam when the lower seam is mined. This impact is most notable when the two seams are ultra-close. In this paper the definition of ultra-close seams and its practical method of determination are presented. Based on the difference in strata thickness in the interburden and the concept of "yield depth ratio" which is defined as the yield zone depth in the interburden to the total thickness of interburden, the roofs of the ultra-close multiple seams in the Datong District of China were divided into 3 types: (1) false roof or rock partings in coal seam. This type of roof does not require special handling except mining them simultaneously as one single seam. The roof thickness is slightly less than 0.5 m; (2) completely broken roof In this type of roof, the yield depth ratio is larger than (or equal to) 1. When the roof thickness is larger than 0.5 m but less than 2.0 m, the yield depth ratio must be smaller than 1; and (3) fractured roof. In this type of roof, the yield depth ratio is less than 1 while the roof thickness is larger than 2.0 m. In retreat longwall mining, if the gateroads of the lower seam are located under the gob of upper seam, roof bolting can be used in the 3rd type of roof But if the 2nd type roof exists, powered supports must be used.
机译:大同矿业区煤层之间的粘附层厚度范围很大。从采矿操作的角度来看,近两个接缝之间的近距离在较低的接缝的开采时越大。当两个接缝超近时,这种影响是最值得注意的。本文提出了超紧接缝的定义及其实用的测定方法。基于副中间层厚度的差异和“屈服深度比”的概念被定义为仲裁中的总厚度的屈服区深度,大同区超接缝的超接缝屋顶中国分为3种类型:(1)煤层中的假屋顶或岩石分道。这种类型的屋顶不需要特殊处理,除非同时挖掘它们作为一个单个接缝。屋顶厚度略小于0.5米; (2)完全破碎的屋顶在这种类型的屋顶上,屈服深度比大于(或等于)1.当屋顶厚度大于0.5米但小于2.0米时,屈服深度比必须小于1 ; (3)裂缝屋顶。在这种类型的屋顶中,屈服深度比小于1,而顶板厚度大于2.0米。在Retreat Longwall开采中,如果下缝的佐舱位于上缝的圆顶上,可以在第3型屋顶上使用屋顶螺栓,但如果第二型屋顶存在,则必须使用动力支撑。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号