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Bearing frame for simulating stress state of deep rock mass

A stress state and bearing frame technology, applied in measuring devices, instruments, scientific instruments, etc., can solve problems such as unseen bearing frames, and achieve the effects of simplified loading mechanism structure, accurate and reliable test data, and accurate excavation.

Inactive Publication Date: 2016-03-30
PLA UNIV OF SCI & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, the current simulation is limited to the simulation of high ground stress, or the simulation of high ground stress and excavation disturbance, and there is no bearing frame of the simulation device that can fully realize high ground stress, excavation disturbance and explosion disturbance (one high and two disturbances)

Method used

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  • Bearing frame for simulating stress state of deep rock mass
  • Bearing frame for simulating stress state of deep rock mass

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Experimental program
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Embodiment Construction

[0014] Such as figure 1 , 2 , the bearing frame of the present invention has a cavity in the shape of a rectangular body, and a rock mass test piece in the shape of a rectangular body is fixed in the cavity, and between each side of the rock mass test piece and the cavity wall opposite to the side Flexible capsules 2 are arranged between them, and each flexible capsule is provided with at least one conduit 21, through which the high-pressure liquid enters the flexible capsule, and loads the rock mass specimen, so that the rock mass specimen produces simulated high ground stress.

[0015] to combine figure 2 , the load frame 1 is all made of 35CrMo material, which can withstand the pressure of 0~10Mpa inside the capsule 2, and the plastic deformation is very small, so that the accuracy of the test data will not be affected. This main bearing frame will be made up of base 1, bearing frame 12, base plate 16, side plate 13 and top plate 14,. The base 11 is erected horizontally...

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Abstract

The invention relates to a bearing frame for simulating a stress state of a deep rock mass. The bearing frame is a rectangular cavity with flexible capsules; a rectangular rock mass test piece is fixedly arranged in the cavity; the flexible capsules are respectively arranged between each side surface of the rock mass test piece and the corresponding cavity wall, which is opposite to the side surface, of the cavity; each flexible capsule is provided with at least one guiding pipe; high-pressure liquid enters the flexible capsules through the guiding pipes, so that the rock mass test piece can be loaded, and simulated high-ground stress can be generated by the rock mass test piece. The bearing frame disclosed by the invention has the beneficial effects that the test piece is loaded by adopting the flexible capsules, stress can be very smoothly and evenly applied to the test piece, a high-ground stress state of the deep rock mass can be well simulated, and the structure of a loading mechanism can be simplified.

Description

technical field [0001] The invention relates to a simulation device of a stressed state, in particular to a bearing frame for simulating a deep rock mass stressed state. Background technique [0002] At present, my country's transportation, water conservancy and hydropower, energy, mines, and military protection all have problems involving deep underground engineering, and deep rock mass exists in a high-stress environment. The risk of disasters such as partition rupture, large deformation, rockburst, and engineering earthquake occurs. Therefore, in order to prevent the occurrence of the above-mentioned disasters, relevant scholars and experts at home and abroad are conducting in-depth research on deep rock mass engineering and simulating the stress state of deep rock mass. However, the current simulation is limited to the simulation of high ground stress, or the simulation of high ground stress and excavation disturbance, and there is no bearing frame for the simulation dev...

Claims

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Application Information

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IPC IPC(8): G01N3/02
CPCG01N3/02
Inventor 王明洋李杰王源黄建伟随亚光蔡立艮戎晓力邱艳宇范鹏贤
Owner PLA UNIV OF SCI & TECH