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True three-dimensional sliding variable dimension loading box device used for geomechanical model test

A model test and three-dimensional loading technology, applied in the direction of applying stable tension/pressure to test the strength of materials, measuring devices, scientific instruments, etc., to achieve the effect of ingenious design, novel device and simple structure

Inactive Publication Date: 2012-08-01
HOHAI UNIV
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Problems solved by technology

[0015] The purpose of the present invention is to overcome the deficiencies of the above-mentioned prior art, and provide a true three-dimensional sliding type variable-size loading box device for geomechanics model tests, which has a simple structure and is easy to operate. The directional deformation is uniform, and all parts of the model body can be pressurized to the predetermined load value, eliminating the phenomenon of stress concentration, and truly and effectively realizing the three-dimensional loading of the underground engineering model

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  • True three-dimensional sliding variable dimension loading box device used for geomechanical model test
  • True three-dimensional sliding variable dimension loading box device used for geomechanical model test
  • True three-dimensional sliding variable dimension loading box device used for geomechanical model test

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Embodiment Construction

[0038] The present invention will be further described below in conjunction with the drawings and embodiments.

[0039] A true three-dimensional sliding-type variable-size loading box device for geomechanical model testing includes a sliding-type loading box and a hydraulic jack 8. The model body 7 is placed in the sliding loading box, and the hydraulic jack is in close contact with the outside of the loading box. The true three-dimensional sliding loading box is composed of six bearing plates. Each bearing plate has an inner surface 11, an outer surface 12, and The first side surface 13, the second side surface 14, the third side surface 15 and the fourth side surface 16 are four side surfaces, and the first side surface 13 and the second side surface 14 are adjacent. An oil hydraulic jack 8 is connected to the outer surface 12 of each bearing plate. The first side 13 and the second side 14 of each bearing plate are respectively located on the inner surfaces of two adjacent bear...

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Abstract

The invention discloses a true three-dimensional sliding variable dimension loading box device used for a geomechanical model test, comprising a true three-dimensional loading box and jacks. The true three-dimensional sliding variable dimension loading box device is characterized in that the true three-dimensional sliding variable dimension loading box is composed of six bearing plates, each bearing plate is provided with an inner surface, an outer surface and four sides, the jack is arranged on the outer surface of each bearing plate, a first side and a second side of each bearing plate are respectively arranged on the inner surfaces of two adjacent bearing plates, and the first side and the second side are adjacent. The true three-dimensional sliding variable dimension loading box device disclosed by the invention can be widely applied to geomechanical model test research in the fields of hydroelectric power, transportation, energy source, resource and national defense and can effectively guide and optimize design and construction of underground engineering; and a three-dimensional geomechanical model test can be effectively guaranteed to be carried out at high quality.

Description

Technical field [0001] The invention relates to a true three-dimensional sliding type variable size loading device used for geomechanical model tests. Background technique [0002] The 21st century is the century of human development and utilization of underground space. With the rapid development of my country's national economy, many underground projects under construction and planning continue to go deep. Whether it is underground tunnels for mining mineral resources, underground tunnels for transportation construction, and underground caverns for hydropower development, they are gradually developing to a depth of several thousand meters. With the increase of buried depth and the increase of engineering scale, deep engineering geology and hydrogeological conditions are becoming more and more complicated. For the complex mechanical deformation characteristics of deep underground engineering rock mass, it is bound to be studied through model tests. To carry out deep geomechanic...

Claims

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Application Information

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IPC IPC(8): G01N3/12G01N3/02
Inventor 陈旭光
Owner HOHAI UNIV
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