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Three-qimension geomechanics model exporiment system

A mechanical model and test system technology, applied in scientific instruments, test material hardness, instruments, etc., can solve the problems of large lateral deflection and deformation of the bench, large lateral deflection of the test device, fixed size of the test device, etc., and achieve flexible assembly Convenience, large device scale, and stable test pressure

Inactive Publication Date: 2006-06-28
SHANDONG UNIV
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  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The main problem is that the size of the model frame is fixed and non-uniform loading cannot be performed
[0006] (4) The fourth issue of "Underground Space" in 2004 introduced a frame-beam type model test bench system, which can carry out quasi-plane strain tests, but the lateral deflection of the bench is relatively large, which may easily cause the boundary conditions of the test to be broken. Change
[0008] 1) The size of the test device is fixed and cannot be adjusted according to the scope of the model test
[0009] 2) The test device is mostly welded with section steel, and the structure is mostly plate girder or frame beam type. Under the action of lateral pressure, the lateral deflection of the test device becomes larger, which may easily cause changes in the test boundary conditions
[0010] 3) The test loading is mostly uniformly distributed jack loading, which has defects in simulating non-uniform loading of the in-situ stress field

Method used

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Embodiment

[0043] Example: a structure such as figure 1 and figure 2 As shown, the present invention is composed of a box test device 1 and a hydraulic loading control system. The box-type test device 1 is composed of box-type cast steel components 11, corner fittings 12 and chassis 7 connected by high-strength bolts; the hydraulic loading control system consists of a variable load loading plate 3 with a thin jack 4, a hydraulic loading console 2, and an oil separator 5 and oil pipe 6, wherein the variable load loading plate 3 is connected to the left and right inner walls of the box test device 1 through the thin jack 4, and the hydraulic loading console 2 is connected to the thin jack 4 through the oil separator 5 and the oil pipe 6.

[0044] like figure 2 As shown, the box-type stand body is formed by connecting box-type cast steel components 11 and corner fittings 12 with a wall thickness of 25 mm through high-strength bolts. According to different needs, box-type test devices o...

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Abstract

A test system of 3D geologic mechanical model is composed of box testing device formed by connecting box cast steel component, angle element and chassis together through high strength bolts; hydraulic loading control system formed by variable ¿C load loading plate with thin jack at top, hydraulic loading control table and oil separator. It features that said loading plate is connected on left and right internal walls of box testing device through thin jack and said loading control table is connected to jack through oil separator and oil pipe.

Description

technical field [0001] The invention relates to a geomechanics model test system used in the fields of water conservancy, transportation, energy and mine engineering, in particular to a three-dimensional geomechanics model test system. 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 ranges 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 of Water Conservancy and Electricity, Tsinghua University, the Third Research Institute of the General Staff Engineering Corps, Sou...

Claims

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Application Information

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IPC IPC(8): G01N3/40G01N33/00
Inventor 李术才张强勇朱维申尤春安郭小红马国良陈继光王汉鹏李勇
Owner SHANDONG UNIV
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