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Visual test device for penetration grouting of broken coal and rock mass and test method of visual test device

A technology for crushing coal and rock mass and test equipment, which is applied in measurement equipment, permeability/surface area analysis, suspension and porous material analysis, etc., can solve the problems of inability to observe the slurry flow form and diffusion process in real time, uneven slurry diffusion, Easy to block pulp and other problems, to achieve the effect of simple production, low cost and reasonable structure

Inactive Publication Date: 2018-08-24
CHINA UNIV OF MINING & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

At present, due to the influence of various factors such as test conditions and test objects, although the existing grouting test device can obtain parameters such as grouting pressure, grouting volume, and diffusion range to a certain extent, due to the existing The slurry test device is basically a closed device made of high-strength steel, and it is impossible to observe the flow form and diffusion process of the slurry inside the broken coal and rock mass in real time; Osmotic compaction or high-pressure split grouting of the grouting pipe will cause uneven spread of the grout, easy plugging and grouting

Method used

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  • Visual test device for penetration grouting of broken coal and rock mass and test method of visual test device

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Embodiment Construction

[0024] The present invention will be further described below in conjunction with the accompanying drawings. The following examples are only used to illustrate the technical solution of the present invention more clearly, but not to limit the protection scope of the present invention.

[0025] In this embodiment, the base, the permeable plate, the sealing pressure head and the loading hollow pressure head are all made of high-strength steel (the material specification is Q355-460). The diameter of the base is 300-500mm, the thickness (height) is 20-50mm; the fully transparent grouting barrel is made of super armored polycarbonate, its inner diameter is 100-200mm, the wall thickness is 10-30mm, and the height is 200-300mm; The bolt strength grade is 8.8~10.9, the bolt hole diameter is 20~26mm; the annular notch width of the base is 10~30mm, and the depth is 10~20mm; the diameter of the base grouting hole is 10~20mm; the diameter of the grout plate is 100~200mm , The thickness (...

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Abstract

The invention discloses a visual test device for penetration grouting of broken coal and rock mass and a test method of the visual test device. The device comprises a fully transparent grouting barrel, wherein the lower end of the fully transparent grouting barrel is connected with a base, a sealing pressure head and a hollow loading pressure head are arranged at the upper end, a sealing ring is arranged around the sealing pressure head, and an exhaust pipe and an exhaust valve are arranged at the top; an electric cement mixing station, a controllable high-pressure pneumatic grouting pump anda digital display multi-element information monitoring system are communicated with a grouting conveying hole and a base grouting hole in the base through a high-pressure-resistant grouting pipe and aflange plate; a high-speed video camera is used for observing the diffusion form and the whole process of slurry containing non-radioactive tracers such as alizarin red or carmine in the broken coaland rock mass in real time. The device and the method have the beneficial effects that the device is transparent and visible, reasonable in structure, simple to manufacture, low in cost, safe to operate and reliable to use.

Description

technical field [0001] The invention relates to a broken coal rock mass permeation grouting visualization test device and a test method thereof, belonging to the technical field of rock mass visualization tests. Background technique [0002] With the increase of energy demand and the continuous increase of mining intensity in the development of the national economy, shallow resources are decreasing day by day, and the mining depth of coal mines is increasing, and mines at home and abroad have entered the state of deep resource mining one after another. With the increase of mine mining depth, the deterioration of geological conditions, the increase of broken or loose coal and rock mass, the increase of original rock stress and mining stress and other factors intensified the intensity of mine pressure in the roadway, resulting in the softness or fragmentation of the surrounding rock of the roadway. At the same time, the anchorage of the anchor rod (cable) in the broken or loos...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N15/08
CPCG01N15/0826G01N13/00G01N2013/003
Inventor 孟庆彬韩立军金煜浩田茂霖李兴权冯冰
Owner CHINA UNIV OF MINING & TECH
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