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Method for determining structure and thickness of open-pit-to-underground covering layer

A technology that determines the method of converting from open pit to underground, and is applied in the field of determining the structure and thickness of the covering layer from open pit to underground. It can solve problems such as lack of safety protection, increase mine infrastructure costs, and affect mine production and operation, so as to reduce ventilation and air leakage. loss, reduce the probability of debris flow, and prevent intrusion into the underground

Inactive Publication Date: 2012-10-31
NORTH CHINA UNIVERSITY OF SCIENCE AND TECHNOLOGY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

If the thickness of the overburden layer is too low, the structure is unreasonable, and the safety protection effect cannot be achieved; if the thickness of the overburden layer is too high, the cost of mine infrastructure will be greatly increased, and the production and operation of the mine will be affected.

Method used

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  • Method for determining structure and thickness of open-pit-to-underground covering layer

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Embodiment Construction

[0021] The present invention will be further described below in conjunction with the examples.

[0022] The design concept of the present invention is: in order to protect the safety of underground mining facilities, equipment and personnel, prevent surface catchment water from suddenly pouring into the ground and cause well flooding accidents, reduce underground ventilation loss and temperature loss, and provide A method for determining the structure and thickness of overburden from open-pit to underground.

[0023] Specific embodiments of the method

[0024] There are three ways to form the overburden from open air to underground:

[0025] The first way to form the overburden is the method of blasting and caving the surrounding rock. By means of blasting, at the right time, the hanging wall and footwall of the open-pit stope, or the surrounding rock at the end side, are caving, and thrown to the bottom of the open-pit stope to form a covering layer. This overburden format...

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Abstract

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.

Description

technical field [0001] The present invention relates to a method for determining the safety structure and reasonable thickness of a safety protection layer between an open-pit stope and an underground stope in the hard rock mining field and a reasonable thickness, and in particular relates to an open-pit-to-underground mine with an underground mining caving method During the transition period, the method for determining the structure and thickness of the cover layer from open pit to underground. Background technique [0002] The mines that are converted from open pit to underground mining are usually steeply inclined deposits with deep extension of ore body, thin overburden, and mostly medium thickness or thick. For mines that are converted from open-pit mining to underground mining, the effective use of the original open-pit production engineering and production facilities, as well as the process connection and mutual cooperation in the joint production stage during the tra...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21C41/00E21C41/16
Inventor 甘德清孙瑞清李占金陈超张云鹏张亚宾王志国王晓雷
Owner NORTH CHINA UNIVERSITY OF SCIENCE AND TECHNOLOGY