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Loading device for simulating stress state of deep rock mass

A technology of stress state and loading device, applied in the direction of measuring devices, instruments, scientific instruments, etc., can solve the problems of unseen high ground stress, excavation disturbance and explosion disturbance simulation device, etc., and achieve simplified structure of loading mechanism, accurate and reliable test The effect of data

Active Publication Date: 2016-04-20
PLA UNIV OF SCI & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

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 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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  • Loading device for simulating stress state of deep rock mass
  • Loading device for simulating stress state of deep rock mass
  • Loading device for simulating stress state of deep rock mass

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Embodiment Construction

[0023] Such as figure 1 , 2 , The loading device of the present invention is mainly composed of a carrier frame 1, a flexible capsule 2, an explosion load simulation generator 3 and a hydraulic pipe 4. The carrier 1 has a cavity for accommodating a rectangular rock mass test piece 5, the rock mass test piece 5 is placed in the cavity, each side of the rock mass test piece 5 and the cavity opposite to the side Flexible capsules 2 are placed between the cavity walls, and each flexible capsule 2 is provided with at least one conduit 21. The high-pressure oil introduced from the hydraulic station enters the flexible capsule through the conduit 21, and the high-pressure oil is loaded into the rock mass specimen 5 through the flexible capsule. On the six sides, simulate the high ground stress environment of the rock mass specimen. The explosive load simulation generator 3 is arranged outside the top wall of the cavity forming the carrier 1 (it can also be arranged outside the side...

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Abstract

The invention relates to a loading device for simulating the stress state of deep rock mass. The loading device comprises a bearing frame, flexible capsules, conduits, an explosive load simulating generator and an excavation simulation tool, wherein the bearing frame is provided with a cuboid cavity, a rock mass test piece is fixed in the cavity, the flexible capsules are arranged between each side face of the rock mass test piece and the wall, opposite to the side face, of the cavity, each flexible capsule is provided with at least one conduit, and high-pressure liquid enters the flexible capsules through the conduits to make the rock mass test piece loaded, so that simulated high ground stress is generated on the rock mass test piece; the explosive load simulating generator is arranged on the outer side of one wall of the cavity, a first operation hole is formed in one vertical wall of the cavity, and the corresponding position of the capsule corresponding to the vertical wall of the cavity is provided with a second operation hole penetrating through the capsule in the thickness direction. The loading device has the advantage that due to the fact that the test piece is loaded by means of the flexible capsules, stress can be applied to the test piece stably and evenly, and the high ground stress state of deep rock mass can be well simulated.

Description

technical field [0001] The invention relates to a simulation device of a stressed state, in particular to a loading device 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 simulation device that can fully re...

Claims

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Application Information

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IPC IPC(8): G01N3/02
CPCG01N3/02G01N2203/0048
Inventor 李杰王源黄建伟随亚光戎晓力蔡立艮范鹏贤王德荣
Owner PLA UNIV OF SCI & TECH
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