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Experimental apparatus capable of automatically loading full section of rock

A loading experiment, a full-section technology, applied in the direction of measuring devices, transportation and packaging, using repeated force/pulsation force to test the strength of materials, etc., can solve the problem of loading that cannot simulate dynamic and static loads of rocks

Active Publication Date: 2017-11-03
HARBIN ENG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Research on a device that can realize full-section loading of rocks has a positive effect on preventing rock bursts during excavation. However, in the existing loading technology, there is no loading system that can provide both dynamic and static loads. It is impossible to simulate the loading of dynamic and static loads on rocks in the ground. The automatic loading experimental device for the full section of rocks of the present invention can provide large tonnage dynamic and static loads, and the force simulation of deep rocks is more accurate and the device is convenient to load.

Method used

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  • Experimental apparatus capable of automatically loading full section of rock
  • Experimental apparatus capable of automatically loading full section of rock
  • Experimental apparatus capable of automatically loading full section of rock

Examples

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Embodiment 1

[0024] An automatic loading experiment device for full-section rocks, including three parts: a frame-type feeding structure, a fixed outer frame 7, and an adaptive elastic roller structure. Among them, the frame-type feeding structure is located inside the fixed outer frame 7, and the frame-type feeding structure includes: motor 2, motor fixing plate 4, driven fixing plate 9, feeding plate 8, connecting rod 6, synchronous belt drive 12 , driving wheel 3 and driven wheel 11. The section of the motor fixing plate 4 and the driven fixing plate 9 is “L” shape, one side is parallel to the ground, the other side is perpendicular to the ground, and a rib plate is erected on the side where the two sides are close; the motor fixing plate 4 is symmetrical to the driven fixing plate 9 Placement, the motor fixed plate 4 is connected to the vertical side of the driven fixed plate 9 by a connecting rod 6; connecting rod 6 ends are provided with connecting rod fastening devices 10.

[0025]...

Embodiment 2

[0030] combine Figure 1-Figure 8 As shown, a full-section automatic rock loading experiment device for geomechanics simulation experiments is designed to design a combined dynamic and static loading experiment device for rocks in three directions, including a fixed outer frame 7, side hydraulic cylinders 14 , top hydraulic cylinder group 13, horizontal hydraulic cylinder group 5, feeding track 1, frame type feeding structure and self-adaptive elastic roller structure; described side hydraulic cylinder group 14 and top hydraulic cylinder group 13 are fixed on the fixed outer frame 7. The horizontal hydraulic cylinder group 5 is connected and fixed to the frame-type feeding structure; wherein the frame-type feeding structure includes a motor 2, a motor fixing plate 4, a driven fixing plate 9, a feeding plate 8, a connecting rod 6, a connecting rod Rod fastening device 10, timing belt drive 12 and wheels. The close cooperation between the above-mentioned devices constitutes a s...

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Abstract

The invention provides an experimental apparatus capable of automatically loading the full section of rock. The objective of the invention is to design an experimental apparatus capable of carrying out automatic three-direction static-dynamic coupled loading on rock. The experimental apparatus comprises a fixed outer frame, a lateral hydraulic cylinder group, a top hydraulic cylinder group, a transverse hydraulic cylinder group, a material loading track, a frame-type material loading structure and a self-adaptive elastic roller structure, wherein the lateral hydraulic cylinder group and the top hydraulic cylinder group are fixed on the fixed outer frame; the frame-type material loading structure comprises a motor, a motor fixing plate, a driven fixing plate, a material discharging plate, a connecting rod, a synchronous transmission belt and wheels. According to the invention, the apparatus provides large-tonnage static-dynamic coupled load via the hydraulic cylinder groups so as to realize loading on square rock; the self-adaptive elastic roller structure and frame-type material loading structure enables material loading to be more convenient; the control parts of the apparatus are operated by operators on a host computer, so automation is realized; so the apparatus is a convenient, stable and efficient automatic loading device for rock simulation experiments.

Description

technical field [0001] The invention relates to a loading device, in particular to a rock loading device, which belongs to the field of geomechanics simulation experiments. Background technique [0002] In the context of our country being a mountainous country, with the rapid development of the economy, the supply of resources will conflict with the pace of economic development, and the development of resources will be accelerated. However, the consumption of ground and shallow resources is almost exhausted, so we can only turn to Vigorously excavating deep underground resources, a large number of underground excavation projects have emerged, and the scale and technical difficulty of the projects have also increased in the world. It is inevitable to encounter rocks during the mining process. As the depth of rocks increases, the ground stress will increase exponentially. Therefore, the probability of dynamic disasters such as rockbursts will increase during deep excavation. ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N3/12G01N3/36G01N3/02B65G35/00
CPCB65G35/00G01N3/02G01N3/12G01N3/36G01N2203/0026G01N2203/0048G01N2203/0067G01N2203/0256
Inventor 张忠林杨恩程周辉朱勇田鹏王博宫鹏
Owner HARBIN ENG UNIV
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