A method for measuring firmness coefficient of structural soft coal

A technology of robustness coefficient and measurement method, which is applied in the field of mining engineering, can solve problems such as many testing steps, long testing time, and heavy repetitive labor, and achieve simple and convenient steps and processes, easy measurement of mechanical properties, and reduced testing difficulty Effect

Active Publication Date: 2020-02-11
CHINA UNIV OF MINING & TECH
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] If the drop weight method is used, it is difficult to meet the convenience requirements due to the large number of samples, large amount of repetitive labor, many test steps, long test time, and cumbersome process;
[0005] However, when calculating the firmness coefficient of coal by measuring its uniaxial compressive strength, due to the strain generated by the coal seam under the action of structural stress and formation pressure, the coal body structure will be damaged to varying degrees, and the strength of the coal is low. Soft coal is a kind of loose and broken coal body whose coal body structure suffers from high degree of tectonic stress damage. Its strength is extremely low, and the finished product has obtained the standard sample size (Φ×H=50mm×100mm) stipulated by the International Society of Rock Mechanics. Therefore, it is difficult to directly establish the relationship between the uniaxial compressive strength of structural soft coal and the firmness coefficient of soft coal.

Method used

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  • A method for measuring firmness coefficient of structural soft coal

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Comparison scheme
Effect test

Embodiment 1

[0047] (1) Selection of structural soft coal: taking A Coal Mine as the research object, the coal seam of this mine is structural soft coal, in the mining area with a buried depth of 800m in this coal mine, select the structural soft coal coal sample in the newly exposed coal seam; record the buried depth H=800m;

[0048] (2) Coal sample firmness factor f 1 Determination: Select the relatively complete coal sample obtained in step (1), and measure its firmness coefficient f according to the national standard "Measurement Method for Coal Firmness Coefficient (GB / T23561.12-2010)" 1 =0.4;

[0049] (3) Production of structural soft coal briquettes:

[0050] a. Use the forming pressure formula to calculate the forming pressure of the corresponding standard cylindrical size sample. The forming pressure formula is: P=πr 2 · γH, where the measured value of γ is 25kN / m 3 ,, then P=39.25kN;

[0051] B, the crushed coal sample obtained in step (1) is compressed into a briquette with...

Embodiment 2

[0058] (1) Selection of structural soft coal: Take Yi Coal Mine as the research object, the coal seam of this mine is structural soft coal, in the mining area with a buried depth of 600m, select the structural soft coal coal sample in the newly exposed coal seam; record the buried depth H=600m;

[0059] (2) Coal sample firmness factor f 1 Determination: Select the relatively complete coal sample obtained in step (1), and measure its firmness coefficient f according to the national standard "Measurement Method for Coal Firmness Coefficient (GB / T23561.12-2010)" 1 = 0.2;

[0060] (3) Production of structural soft coal briquettes:

[0061] a. Use the forming pressure formula to calculate the forming pressure of the corresponding standard cylindrical size sample. The forming pressure formula is: P=πr 2 · γH, where the measured value of γ is 25kN / m 3, , then P=29.4kN;

[0062] B, the broken coal sample that obtains in step (1) is compressed into the briquette that has standard ...

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Abstract

The invention discloses a method for determining a tectonic soft coal firmness coefficient. The method comprises the following steps: selecting tectonic soft coal, recording a burial depth of the tectonic soft coal, determining a firmness coefficient f1 according to a national standard coal firmness coefficient determination method (GB / T23561.12-2010), compacting the tectonic soft coal to shaped coal according to different pressures of the burial depth of a coal seam, wherein dwell time is t, then determining uniaxial compressive strength of a briquette coal, calculating a firmness coefficientf2 of the briquette coal, if f1 equals to f2, the dwell time is t0, if f1 does not equal to f2, the dwell time t is increased or decreased, repeating the above steps until f1 equals to f2 so that thedwell time is t0, finally determining the firmness coefficient of a coal body with other burial depth in a same mining area, compacting the tectonic soft coal to the shaped coal, wherein the pressureis obtained by calculating the burial depth, the dwell time is t0, determining the uniaxial compressive strength of the briquette coal, and reckoning the firmness coefficient of the tectonic soft coal according to a relation of the firmness coefficient and the uniaxial compressive strength. The method is simple and convenient, and a measuring result accords with practical situation.

Description

technical field [0001] The invention relates to a method for measuring the firmness coefficient of coal, in particular to a method for measuring the firmness coefficient of structurally soft coal, which belongs to the field of mining engineering. Background technique [0002] In order to study the geological conditions of the coal seam so as to better serve the mining, it is necessary to measure the mechanical parameters of the coal body. At present, my country uses the firmness coefficient (also known as Platts coefficient) f of coal to evaluate the ability of coal to resist external damage. The f value is generally determined by the falling weight method. The drop hammer method believes that the work consumed by the crushing of coal is proportional to the increased surface area of ​​the crushed material, and the constant related to the strength or firmness of the object is related to the crushing ratio. The crushing ratio can be used to express the firmness of the object;...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N3/08G01N3/303G01N1/28
CPCG01N1/286G01N3/08G01N3/303G01N2203/0019G01N2203/0039
Inventor 孙元田李桂臣杜乐乐孙长伦何锦涛董玉玺贾斌义
Owner CHINA UNIV OF MINING & TECH
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