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Rock burst pressure relief and danger relief method

A technology of rock burst and danger relief, applied in underground chambers, earthwork drilling, wellbore lining, etc. The effect of reducing the stress difference

Active Publication Date: 2021-10-22
HUAIBEI PINGYUAN SOFTROCK SUPPORTING ENG TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] Rock burst is one of the most serious natural disasters in coal mines all over the world. It is due to the high concentration of stress in coal and rock mass due to mining and geological action, which accumulates a large amount of elastic deformation potential. When the stress exceeds the allowable limit state, the coal and rock mass The deformation energy is released suddenly, sharply, and violently, and the coal and rock mass is thrown out, causing damage to the support, roof caving, blockage of the roadway, and injury to personnel, especially in areas with high stress concentration such as roadway bifurcations. Rockburst accidents are prone to occur. For the suddenness and destructiveness of rockburst, the supporting brackets show local fragility and even overall instability. If it is not bad, it will cause extremely serious damage As a result, the instability and damage of the support system is not mainly due to insufficient strength, but due to the poor impact resistance of the support bracket and the lack of a good function of buffering and pressure relief. At present, my country's coal mines have generally entered the deep mining stage. With strong mine pressure and increasingly complex geological conditions, higher requirements are put forward for support, so it is urgent to propose more reasonable support methods to ensure the personal safety of coal miners and the smooth progress of mining work

Method used

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  • Rock burst pressure relief and danger relief method
  • Rock burst pressure relief and danger relief method
  • Rock burst pressure relief and danger relief method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0030] When there is no rock burst accident in the roadway bifurcation section:

[0031] see Figure 1-8 , the present invention provides a pressure relief method for shock ground pressure, comprising roadway bifurcation section 1, the interior of roadway bifurcation section 1 is equipped with a yielding energy-absorbing supporting mechanism 2, and the outer wall of the yielding energy-absorbing supporting mechanism 2 A superficial surrounding rock anchor net supporting ring 8 is built, and an energy-absorbing support mechanism 2 is built, including an O-shaped steel scaffolding 3, a pressure decomposition pressure relief layer 4 and a partial pressure toughness cylinder 5, and a pressure decomposition pressure relief layer 4 and a pressure separation layer The compressive toughness tubes 5 are respectively provided with multiple layers, and are distributed at intervals. A number of beams 31 are installed on the outside of the O-shaped steel scaffolding 3. The outside of the b...

Embodiment 2

[0044] see Figure 1-4 , the second embodiment is basically the same as the first embodiment, the difference is:

[0045] When relatively light rock burst occurs in the high stress concentration area such as roadway bifurcation section:

[0046] The full-section anchor net sprayed concrete 6 is subjected to local impact force, and the superficial surrounding rock bolt net support ring 8 composed of the grouted anchor rod 7 and the full-section anchor net sprayed concrete 6 is deformed, and the impact force is transmitted to the energy-absorbing support Protective mechanism 2, the arc-shaped buffering pressure-dividing steel plate 41 distributed in the shape of fish scales disperses the impact force and transmits it to the pressure-dividing toughness cylinder 5, the arc-shaped buffering pressure-dividing steel plate 41 deforms under force, compresses the first pressure sensor 12, and the first pressure The sensor 12 sinks into the elastic mounting seat 14 to avoid being crushe...

Embodiment 3

[0048] see figure 1 and Figure 5 , the third embodiment is basically the same as the first embodiment, the difference is:

[0049] When severe rockburst occurs in high stress concentration areas such as roadway bifurcation sections:

[0050] The full-section anchor net sprayed concrete 6 is subjected to local impact force, and the superficial surrounding rock bolt net support ring 8 composed of the grouted anchor rod 7 and the full-section anchor net sprayed concrete 6 is deformed, and the impact force is transmitted to the energy-absorbing support Protective mechanism 2, the arc-shaped buffering pressure-dividing steel plate 41 distributed in the shape of fish scales disperses the impact force and transmits it to the pressure-dividing toughness cylinder 5, and the arc-shaped buffering pressure-dividing steel plate 41 is seriously deformed under force, oppressing the second pressure sensor 13 and the alarm 112 alarms urgently and sends a red warning light, and the emergency...

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Abstract

The invention belongs to the technical field of coal mine underground roadway support, and particularly relates to a rock burst pressure relief and danger relief method. The method comprises a roadway bifurcation section, wherein an abdicating energy absorption support mechanism is arranged inside the roadway bifurcation section; a shallow surface surrounding rock anchor net support ring is built on the outer wall of the abdicating energy absorption support mechanism; the abdicating energy absorption support mechanism comprises an O-shaped steel shed frame, pressure decomposition pressure relief layers and pressure division toughness tubes; the pressure decomposition pressure relief layers and the pressure division toughness tubes are respectively provided with a plurality of layers and are distributed at intervals; the pressure decomposition pressure relief layer consists of a plurality of arc-shaped buffer pressure division steel plates in fish scale-shaped distribution; the impact energy abdicating absorption is realized through the arranged abdicating energy absorption support mechanism; the rock burst destructiveness is weakened; meanwhile, the arranged arc-shaped buffer pressure division steel plates are matched with the pressure division toughness tubes for dispersing the pressure to the whole O-shaped steel shed frame; the O-shaped steel shed frame is sufficiently utilized; and the whole support system collapse due to local instability of the support system is avoided.

Description

technical field [0001] The invention belongs to the technical field of underground roadway support in coal mines, and in particular relates to a pressure relief and danger relief method for rock burst. Background technique [0002] Rock burst is one of the most serious natural disasters in coal mines all over the world. It is due to the high concentration of stress in coal and rock mass due to mining and geological action, which accumulates a large amount of elastic deformation potential. When the stress exceeds the allowable limit state, the coal and rock mass The deformation energy is released suddenly, sharply, and violently, and the coal and rock mass is thrown out, causing damage to the support, roof caving, blockage of the roadway, and injury to personnel, especially in areas with high stress concentration such as roadway bifurcations. Rockburst accidents are prone to occur. For the suddenness and destructiveness of rockburst, the supporting brackets show local fragili...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D11/00E21D11/18E21D11/10E21D20/02E21F17/18
CPCE21D11/00E21D11/18E21D11/10E21D20/02E21F17/18
Inventor 李明远马勇乔晓纯刘宏军张建国王满曹淑良胡长岭张景玉刘宝珠刘建庄
Owner HUAIBEI PINGYUAN SOFTROCK SUPPORTING ENG TECH
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