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Metal mine goaf overlying strata instability and catastrophe discrimination method under cemented mine pillar support

A discrimination method and goaf technology, applied in mining equipment, mining equipment, earth square drilling and mining, etc., to achieve the effect of simple method

Active Publication Date: 2019-04-26
JIANGXI UNIV OF SCI & TECH
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  • Summary
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  • Claims
  • Application Information

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Problems solved by technology

[0010] The geological structure and ore body shape of metal mines are different from layered coal mines. Due to the complex burial conditions of metal mines, gravity and tectonic stress have become important factors in the mining process. Structural stress is rarely considered as an important factor in mechanical models

Method used

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  • Metal mine goaf overlying strata instability and catastrophe discrimination method under cemented mine pillar support
  • Metal mine goaf overlying strata instability and catastrophe discrimination method under cemented mine pillar support
  • Metal mine goaf overlying strata instability and catastrophe discrimination method under cemented mine pillar support

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Embodiment Construction

[0090] Using the method for discriminating the instability and mutation of the overlying rock in the goaf of a metal mine under the support of the cemented ore pillars of the present invention, a private test of the stability of the overlying rock mass in the goaf is carried out in a large metal mine in China, which is the goaf of the mine. The stability law of the overlying rock mass and the method for judging the instability mutation of the mining depth and the span of the mine house provide a reference. The implementation steps are as follows:

[0091] Step 1: Establish the spatial stress model of the overlying strata in the goaf, such as image 3 As shown in Fig. 1, considering the gravity factor and structural stress at the same time, the force situation and boundary conditions of the model are systematically analyzed and studied, and the stress distribution components are calculated when only gravity and beam support force act.

[0092] Suppose the potential function is...

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Abstract

The invention discloses a metal mine goaf overlying strata instability and catastrophe discrimination method under cemented mine pillar support which comprises the following steps of firstly, establishing a goaf overlying strata space stress model, and calculating various stress components under the effects of the gravity and the beam supporting force only; calculating various stress components when a construction stress is acted on overlying strata only; calculating various stress components when a mine pillar adopts a cemented mine pillar; establishing a catastrophe model of overlying stratainstability and failure under manual mine pillar support according to a catastrophe theory; and performing cusp catastrophe analysis to obtain an overlying strata stability criterion. The metal minegoaf overlying strata instability and catastrophe discrimination method under cemented mine pillar support can obtain a quantitative relation of damages of the overlying strata by mining a metal mineunder cemented mine pillar support, a span of a goaf and a mining depth to the stability of a top plate of the goaf so as to obtain a quantitative relation of overlying strata damages as well as a mining span and a mining depth of the goaf and provides a basis to design of deep mining parameters of the metal mine.

Description

technical field [0001] The invention belongs to the technical field of mining safety prevention and control in metal mines, and specifically relates to a method for discriminating sudden changes in overburden rock instability in goafs of metal mines under the support of cemented ore pillars. Parameter design provides a reference basis. Background technique [0002] The sudden large-area roof caving in the goaf belongs to the problem of sudden dynamic instability of the rock mass system. The breeding stage of the sudden dynamic instability disaster of the rock mass system is quasi-static, but its occurrence is dynamic, accompanied by A large amount of elastic energy is released, resulting in dynamic fracture of the rock mass and vibration of the surrounding rock, which is a complex behavior in a highly nonlinear state. After the instability, the system is in a new stable state. In recent years, the catastrophe theory has been used to study the sudden change of the system sta...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21F17/00
CPCE21F17/00
Inventor 赵康宁富金王庆严雅静于祥顾水杰黎强朱胜唐
Owner JIANGXI UNIV OF SCI & TECH
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