
基本信息:
- 专利标题: 露天转地下覆盖层结构与厚度的确定方法
- 专利标题(英):Method for determining structure and thickness of open-pit-to-underground covering layer
- 申请号:CN201010548014.9 申请日:2010-11-18
- 公开(公告)号:CN102031971B 公开(公告)日:2012-10-31
- 发明人: 甘德清 , 孙瑞清 , 李占金 , 陈超 , 张云鹏 , 张亚宾 , 王志国 , 王晓雷
- 申请人: 河北联合大学(原河北理工大学)
- 申请人地址: 河北省唐山市新华西道46号
- 专利权人: 河北联合大学(原河北理工大学)
- 当前专利权人: 河北联合大学(原河北理工大学)
- 当前专利权人地址: 河北省唐山市新华西道46号
- 代理机构: 唐山永和专利商标事务所
- 代理人: 王永红
- 主分类号: E21C41/00
- IPC分类号: E21C41/00 ; E21C41/16
The invention relates to a method for determining the structure and the thickness of an open-pit-to-underground covering layer, belonging to the field of hard rock mining. The structure and the thickness of an integral descending layer and a flow layer are determined according to the technical requirements of the open-pit-to-underground covering layer, and the structure of the integral descendinglayer is determined by the coarse material and the fine material and the proportions thereof. The flow layer is mainly determined by granularity composition, ingredients and volume ratio. The volume ratio of the fine material is from 15% to 30%, the thickness of the integral descending layer is from 50 m to 30 m, and the minimum thickness of the flow layer is greater than 1.5 times section height; and the total thickness of the covering layer is equal to the sum of the thickness of the integral descending layer and the thickness of the flow layer. According to the determination method of the invention, the rock bust damage of an open-pit-to-underground mine, caused by side slope slumping, can be effectively prevented, the time surface rainfall bursts into underground is effectively retarded, the occurrence possibility of underground mud-rock flow is greatly reduced, air ventilation and air leakage loss is reduced by more than 80%, the temperature exchange between underground and earthsurface in winter can be controlled, and surface cold air is prevented from intruding into underground.
公开/授权文献:
- CN102031971A 露天转地下覆盖层结构与厚度的确定方法 公开/授权日:2011-04-27
IPC结构图谱:
E | 固定建筑物 |
--E21 | 土层或岩石的钻进;采矿 |
----E21C | 采矿或采石 |
------E21C41/00 | 地下或地面采矿方法(E21C45/00优先);其布局 |