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A Design Method of Roadway Side Support Based on Weak Surface Shear Support Theory

A technology of roadway support and design method, applied in design optimization/simulation, calculation, mining equipment, etc., can solve the problem of lack of scientificity and applicability of support parameters, dense spacing of bolts and cables, support Material waste and other issues, to achieve the effect of ensuring scientificity and applicability, reducing support costs, reducing support materials and support costs

Inactive Publication Date: 2019-03-22
DIZHEN COAL MINE SHANDONG TAISHAN ENERGY +2
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] At present, the roadway support has always followed the support parameters in the preliminary design of the mine, and there has been no breakthrough in the scientificity and applicability of the support parameters. Too dense, too high support strength, high support cost, waste of support materials, etc. Therefore, it is an urgent problem to be solved in mines to study a method to fundamentally reduce the support cost.

Method used

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  • A Design Method of Roadway Side Support Based on Weak Surface Shear Support Theory
  • A Design Method of Roadway Side Support Based on Weak Surface Shear Support Theory
  • A Design Method of Roadway Side Support Based on Weak Surface Shear Support Theory

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Embodiment 1

[0035] Embodiment 1. Taking the 31104E middle roadway of a certain mine as an example, the 31104E middle roadway is a semi-coal rock roadway, the coal thickness is 1.6m, the barren height is 2.5m, and the bottom is 0.9m. The specific implementation steps are as follows:

[0036] (1) Establish a force balance mechanical model for the rock mass around the semi-coal-rock roadway to slide and fail along a weak surface under the action of external force, as shown in Figure 1. Assuming that the weak surface shears along the dotted line in the figure, the weak surface is a shear surface, and the angle between the weak surface and the horizontal direction is α, m is the width of the rock block, and the downward normal force exerted on the roadway by the uniform load is f 0 , F 0 The decomposed force along the shear plane and its perpendicular direction is F 1 , F 2 , the compressive strength is P 0 , compressive strength P 0 The decomposed shear strength and its strength in the v...

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Abstract

Disclosed is a tunnel side wall support design method based on a weak plane shear support theory. The tunnel side wall support design method comprises the following steps: building a force balance mechanical model for a slip failure of a rock mass around a half coal and rock tunnel along a certain weak plane α under the action of an external force; judging a critical condition at which a shear failure occurs on surrounding rocks on a half coal and rock tunnel side wall; determining that the shear strength on an inner side of the tunnel in a direction of 45° is maximum; building a support mechanical model for the half coal and rock tunnel side wall based on the shear strength principle that the rock mass needs to be pressed against the largest shearing weak plane on the largest shearing block after being reinforced and supported by anchor rods; and providing a calculation formula for the number n of the anchor rods on the weak planes on the tunnel side and a length li of the i-th anchor rod in order to design the tunnel side wall support. By means of the method, support materials are reduced, the support cost is reduced, and a beneficial reference is provided for the scientific performance and applicability of support parameters.

Description

technical field [0001] The invention relates to a roadside support design method based on the weak surface shear support theory, and is especially suitable for the support of the roadway side of semi-coal and rocky roadways. Background technique [0002] In recent years, with the continuous downturn of the coal market, reducing mining costs and realizing scientific and economical mining has become the primary task of coal enterprises to reform and develop against the trend. How to carry out reforms in support, continuously reduce the input of support materials, establish a scientific support system for different surrounding rock characteristics, service life, and roadway functions, and fundamentally reduce support costs are important contents that mines need to study. [0003] At present, the roadway support has always followed the support parameters in the preliminary design of the mine, and there has been no breakthrough in the scientificity and applicability of the suppor...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G06F17/50E21D20/00
CPCE21D20/00G06F30/13G06F30/20
Inventor 崔树彬公建祥郑永胜卢鑫张吉雄张强庞继禄巩华刚
Owner DIZHEN COAL MINE SHANDONG TAISHAN ENERGY
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