Water-rich loose and broken coal and rock mass grouting solidification experimental device and effect evaluation method

A technology for crushing coal and rock mass and experimental device, applied in mining devices, earthwork drilling, mining equipment, etc., can solve the complex engineering geological structure, the grouting reinforcement construction technology relies on traditional experience, and the difficulty of grouting effect detection and evaluation, etc. problem, to achieve the effect of excellent stability

Active Publication Date: 2019-06-14
XIAN UNIV OF SCI & TECH
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  • Claims
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Problems solved by technology

However, due to the limited exploration data of general coal measure strata and the complexity of engineering geological structure, the grouting reinforcement construction technology mostly relies on traditional experience; the grouting reinforcement treatment of underground water gushing sand is mostly hidden projects, and there are certain limitations in the detection and evaluation of grouting effects. difficulty

Method used

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  • Water-rich loose and broken coal and rock mass grouting solidification experimental device and effect evaluation method
  • Water-rich loose and broken coal and rock mass grouting solidification experimental device and effect evaluation method
  • Water-rich loose and broken coal and rock mass grouting solidification experimental device and effect evaluation method

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Embodiment Construction

[0031] The invention will be further described in detail below in conjunction with the accompanying drawings and embodiments, but it is not used as a basis for any limitation on the invention.

[0032] Such as figure 1 As shown, the water-rich loose broken coal and rock mass grouting consolidation experiment device of the present invention includes a steel structure still body 12, an experimental cavity 18 that is arranged inside the steel structure still body 12 and loaded by a confining pressure loading system, A circulating water pressure loading system connected to the confining pressure loading system, and a grouting system, ultrasonic testing and resistivity tomography system connected to the confining pressure loading system.

[0033] Among them, the confining pressure loading system includes a pair of pressure heads 20, and the steel structure kettle body 12 and the experimental cavity 18 are clamped in the pressure heads 20 by bolts. Confining pressure pipeline 15, g...

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Abstract

The invention provides a water-rich loose and broken coal and rock mass grouting solidification experimental device and an effect evaluation method. The water-rich loose and broken coal and rock massgrouting solidification experimental device comprises an experimental cavity formed in a steel structure kettle body, a circulating water pressure loading system communicating with a confining pressure loading system, a grouting system communicating with the confining pressure loading system, an ultrasonic testing system and an electrical resistivity tomography system, wherein the ultrasonic testing system and the electrical resistivity tomography system are connected to the experimental cavity; and the water pressure and chemical grout are input into the experimental cavity of a stratum model, thus the coal measure stratum wave speed, dynamic mechanical parameters and electrical resistivity information in the experimental cavity in the grouting process are monitored in real time through the ultrasonic testing system and the electrical resistivity tomography system, and the water-rich loose and broken coal and rock mass grouting reinforcing effect is evaluated. Multi-field physical evolution law simulation tests in the chemical grouting process in water-rich loose and broken coal and rock mass and the grouting effect are quantitatively evaluated, and the scientific basis is provided for loose and broken coal and rock mass grouting reinforcing parameter determination and effect test evaluation of underground engineering.

Description

technical field [0001] The invention relates to an experimental device for grouting consolidation of water-rich loose and broken coal and rock mass in a coal mine and an effect evaluation method, which can better simulate the grouting consolidation process and effect evaluation of underground water-rich loose and broken coal and rock mass in a coal mine. It belongs to the field of mine disaster prevention and control. Background technique [0002] The hydrogeological conditions of my country's coal mines are complex. During the construction and mining of western coal mines, unfavorable (harmful) coal-measure strata such as water-rich sandstone aquifers, Ordovician limestone layers, faults, quicksand layers, and even collapse columns are often encountered. Roof collapse, slabs, and roof fall occur, and the excavation construction conditions deteriorate and become more difficult. At the same time, the joints, mining cracks, and unfavorable geological structures in the coal and ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D9/00E21F17/18
Inventor 高喜才王琪王同伍永平来兴平
Owner XIAN UNIV OF SCI & TECH
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