High-ground stress quasi-3D visible model testing bench frame apparatus

A model test, high ground stress technology, applied in the direction of measuring devices, measuring force, instruments, etc., can solve the problems of fixed model frame size, large model depth, and inability to adjust, and achieve strong corrosion resistance, good impact toughness, and depth the right size effect

Inactive Publication Date: 2009-01-14
SHANDONG UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

The main problems are: the size of the model frame is fixed and cannot be adjusted according to the test scale; the closed rigid reinforcement frame makes it difficult to install and disassemble the model device
[0011] (1) It is difficult to realize the model test research of underground caverns under the condition of large buried depth and

Method used

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  • High-ground stress quasi-3D visible model testing bench frame apparatus
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  • High-ground stress quasi-3D visible model testing bench frame apparatus

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Embodiment Construction

[0037] The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

[0038] Figure 1-3 Among them, the reaction force wall device 10 is located at the periphery of the model body, and a hydraulic loading device is provided between the model body and the door type reaction force frame, and an observation window 7 is provided around the position of the cavern 8 on the reaction force wall device 10 . The reaction wall device 10 is composed of several box-type box components 6 connected. The box-type box component 6 is provided with a through hole 9, and the front and rear box-type box components 6 are tightened by passing through the through hole 9 through the pull rods. The reaction portal frame is composed of beams 2, diagonal braces 3, side columns 4 and base 5, the reaction wall device and the columns 4 on both sides are set on the base 5, the beam 2 is set on the top of the columns 4 on both sides, the beams 2 and D...

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Abstract

The invention discloses a test bench device of quasi three-dimensional visualization models with high geostress and comprises a reaction wall device, a door-typed reaction frame is arranged in the side periphery of the reaction wall device, a hydraulic loading device is arranged between the door-typed reaction frame and a model body, and a plurality of observing windows are arranged surrounding the position of a perforated chamber on the reaction wall device. The test bench device can be used for implementing the experimental research on the geomechanical plane strain models in the stability research of underground engineered tunnels under high geostress condition. The test bench device has the following advantages: 1. a steel frame of the model adopts a high-intensity alloy steel material, thus having good intensity, rigidity and toughness, strong corrosion resistant capacity, and repeated and recycled use in a long time; 2. an external loading method is adopted, thus conveniently realizing jobs such as the installation and the replacing of loading equipment such as hydrostatic triggers, etc.; 3. a toughened glass is arranged surrounding a hole of the reaction wall, thus being convenient for observing the deformation and the crack propagation situation in the surrounding of the hole; 4. an assorted control system of hydraulic loading is combined, thus conveniently realizing graded loading and simulating real geostress distribution situation as accurately as possible.

Description

technical field [0001] The invention relates to a geomechanics model, in particular to a high ground stress quasi-three-dimensional visualization model test stand device. Background technique [0002] From the beginning of this century, some countries in Western Europe began to conduct structural model tests, and gradually established similar theories. In the 1960s, experts headed by E.Fumagalli pioneered the engineering geomechanics model test technology in the Italian Structural Model Test Institute, and the test research ranged from elasticity to plasticity to the final failure stage. Subsequently, countries such as Portugal, the former Soviet Union, France, Germany, the United Kingdom and Japan also carried out research in this area. In China, since the 1970s, Wuhan University, Tsinghua University, the Third Research Institute of the General Staff Engineering Corps, Southwest Jiaotong University, China University of Mining and Technology, Shandong University and other u...

Claims

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Application Information

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IPC IPC(8): G01L1/00
Inventor 朱维申李勇张磊李术才张鲁春
Owner SHANDONG UNIV
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