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Design method of narrow coal pillar width in gob-side entry retention

A design method and narrow coal pillar technology, applied in design optimization/simulation, earthwork drilling, ground mining, etc., can solve problems such as paying less attention to the physical and mechanical parameters of coal pillars, and achieve good stability of surrounding rock

Active Publication Date: 2020-12-22
TIANDI SCI & TECH CO LTD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In the appeal research method, less attention is paid to the physical and mechanical parameters of the coal pillar itself, and the key parameters such as the physical and mechanical parameters of the coal pillar itself in the design formula

Method used

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  • Design method of narrow coal pillar width in gob-side entry retention
  • Design method of narrow coal pillar width in gob-side entry retention
  • Design method of narrow coal pillar width in gob-side entry retention

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0031] The main mining coal seams of Gaomei Co., Ltd. are 3 upper and 3 lower layers. The thickness of 3 upper coal is 2.23-8.53m, with an average thickness of 4.8m. 4.7m, 3.6m high. According to the field data, we will test the feasibility of the provided design method, and we will list the values ​​of all parameters for ease of calculation: the uniaxial compressive strength of the coal pillar is 23Mpa, the width of the coal pillar is 4.5m, the thickness of the coal seam is 4.8m, the coal The height of the column or roadway is 3.6m, the lateral support angle θ is 20°, and the bulk density of the overburden layer on the working face is 0.027N / mm 3 And the width of the roadway is 4.7m. Through calculation, the height of the fracture zone is 48.2±5.6m. Here, 48.2m is taken. The calculated coal pillar strength is 5.01MPa, and the coal pillar stress is 4.0MPa; according to the narrow coal pillar strength and coal pillar stress The ratio of the coal pillar safety factor is 1.25. D...

Embodiment 2

[0033] The main mining coal seam of Liuxiang Coal Mine is the No. 3 coal seam, with an average thickness of 11.05m, 4.6m of coal roof mudstone and 212m of sandstone. According to the field data, we will test the feasibility of the provided design method, and we will list the values ​​of all parameters for ease of calculation: the uniaxial compressive strength of the coal pillar is 27Mpa, the width of the coal pillar is 10m, the thickness of the coal seam is 11.05m, the coal pillar Or the height of the roadway is 3.4m, the lateral support angle θ is 20°, and the bulk density of the overburden layer on the working face is 0.027N / mm 3 And the width of the roadway is 4.86, and the height of the fracture zone is calculated to be 51.9±5.6m. Here, 51.9m is taken, and the calculated coal pillar strength is 9.2Mpa, and the coal pillar stress is 2.78Mpa; according to the narrow coal pillar strength and coal pillar stress The safety factor of the coal pillar obtained by the ratio is 3.2,...

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Abstract

The invention discloses a gob-side entry retaining narrow coal pillar width design method. The method includes presetting narrow coal pillar width w to obtain coal pillar strength S1 on the basis; calculating coal pillar stress S2 according to specific geological conditions of the narrow coal pillar; investigating whether the narrow coal pillar safety factor SF satisfies the tunneling requirements, wherein the narrow coal pillar safety factor SF= coal pillar strength S1 / coal pillar stress S2, when SF is equal to or more than 1.0, the designed narrow coal pillar width meets the tunneling requirements; when SF is less than 1.0, the designed narrow coal pillar width does not meet the requirements, and the preset value needs to be revised. The design method is simple and clear, can be used asearly-stage design reference and can also be used for the design of the construction process.

Description

technical field [0001] The invention relates to a method for designing the width of narrow coal pillars in gob-side entry retention. Background technique [0002] Beginning in the 1950s, goaf entry began to be used in many mining bureaus in my country. At first, gob entry was retained in a complete sense, and various materials such as wooden pillars, gangue bags, concrete blocks, and metal pillars were used on the edge of the gob. Support roadway. At present, there are few tunneling along the goaf in the strict sense, and they are basically the edge of the goaf, and a certain width of the narrow coal pillar is reserved for tunneling. [0003] The narrow coal pillar has two main functions, first, to support the load of the overlying strata, and second, to prevent air leakage and water leakage in the adjacent goaf. For the fully mechanized caving face, gob-side digging is very beneficial for roadway maintenance. For fully mechanized caving working faces in thick coal seams, ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21C41/18G06F30/20
CPCE21C41/18G06F30/20
Inventor 吴志刚
Owner TIANDI SCI & TECH CO LTD
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