Method and system for acquiring height of water flowing fractured zone in metal mine mining

A water-conducting fissure zone and acquisition method technology, which is applied in the field of obtaining the height of the water-conducting fracture zone in metal ore mining, can solve problems such as inaccuracy, limited stope size, and increasing the difficulty of directly solving mechanical models

Pending Publication Date: 2022-05-27
ZHONGYE-CHANGTIAN INT ENG CO LTD
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  • Abstract
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Problems solved by technology

[0005] The height of the water-conducting fissure zone is affected by many factors. At present, it is difficult to establish an accurate mechanical model to solve it, and the height of the water-conducting fissure zone is a process of gradual development from bottom to top, which is a dynamic process. The difficulty of directly solving the model
At present, the model for the prediction of the height of the water-conducting fracture zone in metal mines uses the caving arch theory to predict, but it only considers the general modulus of the rock, and there are too few parameters to be accurate enough; or the empirical formula of the coal industry is used, but the coal There is a big difference between mining and metal mines. Coal is mined in a large area and layered, and metal mines are mostly localized. The size of the stope is limited. There are many problems in citing the experience formula of the coal industry

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  • Method and system for acquiring height of water flowing fractured zone in metal mine mining
  • Method and system for acquiring height of water flowing fractured zone in metal mine mining
  • Method and system for acquiring height of water flowing fractured zone in metal mine mining

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Embodiment Construction

[0059] Embodiments will be described in detail below, examples of which are illustrated in the accompanying drawings. Where the following description refers to the drawings, the same numerals in different drawings refer to the same or similar elements unless otherwise indicated. The implementations described in the following examples are not intended to represent all implementations consistent with this application. are merely exemplary of systems and methods consistent with some aspects of the present application as recited in the claims.

[0060] see figure 1 The flow chart of the method for obtaining the height of the water-conducting fracture zone in metal mining provided in the embodiment of the present application is provided.

[0061] A first aspect of the embodiments of the present application provides a method for obtaining the height of a water-conducting fracture zone in metal ore mining, including:

[0062] S1, obtain the internal friction angle and cohesion of...

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Abstract

The invention relates to the field of mine rock mass safety, and provides a method and a system for acquiring the height of a water flowing fractured zone in metal mine mining, which are used for acquiring the internal friction angle and the cohesive force of a rock mass and the width and the height of a stope. And inputting the internal friction angle and the cohesive force of the rock mass and the width and the height of the stope into a pre-established water-flowing fractured zone height prediction model to obtain the height of the water-flowing fractured zone. The height of the flowing water fissure zone in metal mine mining can be accurately obtained, so that early warning can be carried out in the subsequent mining process.

Description

technical field [0001] The application relates to the field of mine rock mass safety, and in particular, to a method and system for obtaining the height of a water-conducting fracture zone in metal ore mining. Background technique [0002] After the ore body is mined, the roof of the stope (underground mining area) is damaged, and the damage area is from bottom to top, see image 3 , can be divided into caving zone, fissure development zone and bending subsidence zone, collectively known as the three zones. In the three zones, because in the caving zone and the fracture development zone, the deformation of the rock under the action of external force exceeds its maximum elastic deformation, and plastic failure will occur, and a remarkable feature when entering the plastic failure state is that The fractures in the rock are markedly developed. When the external force continues to increase or the deformation continues to increase, exceeding the rock's bearing limit (stress lim...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F30/20E21B49/00G06F119/14
CPCG06F30/20E21B49/00G06F2119/14Y02A10/40
Inventor 张有乾喻明军蒋江晨邓星良王宝山
Owner ZHONGYE-CHANGTIAN INT ENG CO LTD
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