A Stability Prediction Method for Bolt-Concrete Back-arch Controlled Bottom Drum Structures

A concrete and stability technology, applied in the fields of instrumentation, geometric CAD, design optimization/simulation, etc., can solve problems such as poor stability, complicated mechanism and method of controlling the mechanics of the bottom drum, and little research on the mechanism of stability mechanics. To achieve the effect of improving safety

Active Publication Date: 2021-09-28
INNER MONGOLIA UNIV OF SCI & TECH
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  • Summary
  • Abstract
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  • Application Information

AI Technical Summary

Problems solved by technology

Due to the complexity of the roadway floor surrounding rock properties, failure mechanism, stress state and geological environment under high stress, the mechanical mechanism and method of controlling the bottom heave become complicated
In the case of high stress or soft bottom plate, only pay attention to the reinforcement of the bottom plate and ignore the reinforcement of the two sides of the roadway, especially when the bottom side is damaged, the components strengthening the bottom plate lose their focus on the two sides, resulting in the high stress of the bottom plate. The bottom of the roadway will be lifted or destroyed; measures such as reverse arching of cast-in-place concrete and reverse arching can strengthen the bottom plate and bottom corner of the roadway, and can restrain the swelling of the roadway bottom plate. If the bottom plate anchor is not installed, its stability is still poor, so The purpose of controlling the bottom drum of the roadway cannot be achieved ideally. Experts and scholars at home and abroad pay attention to the structure and parameter design of the anchor rod-concrete reverse arch coupling control bottom drum technology, while the stability of the anchor rod-concrete reverse arch coupling control bottom drum structure Little research has been done on the mechanism of sex mechanics

Method used

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  • A Stability Prediction Method for Bolt-Concrete Back-arch Controlled Bottom Drum Structures
  • A Stability Prediction Method for Bolt-Concrete Back-arch Controlled Bottom Drum Structures
  • A Stability Prediction Method for Bolt-Concrete Back-arch Controlled Bottom Drum Structures

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specific Embodiment approach 1

[0029] Specific implementation mode 1: This implementation mode is a method for predicting the stability of the anchor rod-concrete anti-arch control bottom drum structure, and the steps are as follows:

[0030] 1) Assume the basic conditions for the mine that adopts the bolt-concrete anti-arch coupling to control the bottom drum structure, and regard the shallow surrounding rock and concrete anti-arch structure in the anchorage area of ​​the floor bolt as the horizontal beam of the composite floor and is in an elastic state For continuous beams, the bottom bears a uniform stress load, and the anchors are arranged at equal intervals. The anchor support resistance of the floor anchors is concentrated on the upper boundary of the concrete anti-arch. figure 1 As shown, 1 represents the floor span L, 2 and 3 respectively represent the end support force F A and F B , 4 represents the bolt anchoring resistance F m , 5 represents the horizontal stress component P of the left and ri...

specific Embodiment approach 2

[0046] Specific embodiment two: this embodiment is a kind of limitation to embodiment one, wherein the calculation example analysis conclusion described in step 3) includes:

[0047] In actual construction, the concrete medium with higher elastic modulus is selected within the technical and economic limitations of the concrete material itself.

specific Embodiment approach 3

[0048] Embodiment 3: This embodiment is another limitation to Embodiment 1, wherein the conclusion of the calculation example analysis in step 3) includes: the concrete thickness ranges from 0.3m to 0.4m.

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Abstract

The invention discloses a method for predicting the stability of a bottom drum structure controlled by an anchor rod-concrete reverse arch. Based on the assumption of basic conditions, the mechanical model of the anchor rod-concrete reverse arch coupling control floor drum structure is established, and the anchor rod-concrete reverse arch coupling control bass drum structure stability discriminant equation is established through mechanical analysis, which is obtained from the field data and the conclusion of the example analysis Calculate the value of the basic parameters of the model, calculate the horizontal stress component, vertical stress component, and mechanical coefficient in turn, and finally substitute the mechanical coefficient and model parameters into the stability mechanics determination equation to obtain whether the bottom drum structure is controlled by the bolt-concrete anti-arch coupling in the actual mine. Predictive conclusions with stability. The invention predicts the structural stability accurately and comprehensively, provides a reliable mechanical theoretical basis for the bottom drum treatment technology, and has great theoretical significance and practical engineering application value for ensuring the safe mining of deep resources in my country and improving the safety of mining operators.

Description

technical field [0001] The invention relates to the fields of mine support technology and rock mechanics, in particular to a method for predicting the stability of a bottom drum structure controlled by a bolt-concrete reverse arch. Background technique [0002] Floor heaving is a dynamic phenomenon that often occurs in coal mine roadways. Due to the excavation disturbance of the roadway, the stress state of the surrounding rock changes, causing the roof, floor and two sides of the surrounding rock to move into the roadway, which is manifested as an upward bulge of the floor. A large number of data show that about 2 / 3 of the deformation of the roadway is reflected in the bottom drum. The transportation, ventilation, drainage, and pedestrians in the roadway will be affected to varying degrees after the floor heaving occurs. When the floor heaving of the roadway is serious, the entire roadway will even be scrapped, which will seriously affect the safe production of the mine. I...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G06F30/13G06F30/20G06F119/14
CPCG06F30/13G06F30/20G06F2119/06
Inventor 郑文翔卜庆为郝长胜孙明
Owner INNER MONGOLIA UNIV OF SCI & TECH
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