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Roadway surrounding rock response device and method under hinged rock beam dynamic load

A response device, articulated technology, applied in the measurement device, using repetitive force/pulse force to test material strength, using stable tension/pressure to test material strength, etc., can solve roadway surrounding rock damage, can not determine hinged rock beam The position of the breaking hinge point, the dynamic pressure change law of the surrounding rock of the roadway, the bearing capacity, the failure position and degree cannot be scientifically and effectively understood, and the effect of the technology is simple and feasible.

Active Publication Date: 2020-06-05
CHINA UNIV OF MINING & TECH (BEIJING)
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0003] The purpose of the present invention is to solve the problem that the subsidence and rotary motion of the hinged rock beams have a severe destructive effect on the surrounding rock of the roadway. The pressure change law, bearing capacity, damage location and degree cannot be scientifically and effectively understood. A device and method for responding to the surrounding rock of the roadway under the dynamic load of the hinged rock beam are now provided.

Method used

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  • Roadway surrounding rock response device and method under hinged rock beam dynamic load
  • Roadway surrounding rock response device and method under hinged rock beam dynamic load
  • Roadway surrounding rock response device and method under hinged rock beam dynamic load

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Embodiment Construction

[0028] Combined with the accompanying drawings below, such as figure 1 ~8 To illustrate the present invention, the present invention provides a roadway surrounding rock response device and method under dynamic loading of hinged rock beams, which are characterized in that: the test device mainly includes a combined test box 1, a loading system 23, a monitoring system Layered simulation system 25;

[0029] The overall frame of the combined test box 1 is a rectangular parallelepiped steel structure frame, the length, width and height of the combined test box 1 are 1.5m, 0.2m, and 1m respectively, and a triangle stabilizer 1a is welded on both sides, and acrylic transparent plates 1c are installed on the front, rear, left, and right sides Casing bottom 2 and casing top 18 are detachable, all are to be made of fixed rigid beam 3, nut 5, rigid block, two rows of guide holes 4a are arranged in the rigid block middle part, and the aperture size of guide hole 4a is the same as that of...

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Abstract

The invention relates to a roadway surrounding rock response device and method under a hinged rock beam dynamic load, and the device mainly comprises a combined test box, a surrounding rock layering simulation system, a loading system, and a monitoring system, the surrounding rock layering simulation system simulates a hinged rock beam through hinged blocks A and B, and simulates roadway surrounding rock through concrete of different proportions. The loading system is composed of a hydraulic pipeline, a safety valve, a pressure displayer, a high-pressure micro-deformation air bag and a low-pressure deformation air bag, and the air bags deform along with pressure changes. The monitoring system is composed of a pressure monitoring meter and a displacement meter. The device can achieve partitioned loading and sinking and rotation of the hinged rock beam, the position of the hinged point can be regulated and controlled, the dynamic pressure change rule, the damage position and degree and the caving gangue bearing capacity and volume change rule of roadway surrounding rock under the dynamic load of the hinged rock beam can be monitored and fed back, and the device can be recycled and has important value.

Description

technical field [0001] The invention relates to the field of roadway surrounding rock, in particular to a roadway surrounding rock response device and method under dynamic loading of hinged rock beams. Background technique [0002] In coal mining, with the continuous development and improvement of comprehensive mechanized mining, the roadway is often in a complex geological environment, affected by strong mining and stope pressure, the basic roof in the overburden layer of the roadway will form a hinged rock beam structure , the existing equipment needs to achieve on-site real-time monitoring, the procedure is complex, the monitoring equipment and monitoring costs are high, the monitoring process is time-consuming and labor-intensive, and takes up a lot of space. However, the subsidence and rotary movement of the hinged rock beams have a severe destructive effect on the surrounding rock of the roadway, such as the destruction of the coal side, the roadside support body, the ...

Claims

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Application Information

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IPC IPC(8): G01N33/24G01N3/12G01N3/36G01N3/06G01L5/00
CPCG01L5/0028G01N3/06G01N3/12G01N3/36G01N33/24G01N2203/0019G01N2203/0042G01N2203/006G01N2203/0075G01N2203/0246G01N2203/0298G01N2203/0676G01N2203/0682
Inventor 谢生荣陈冬冬吴晓宇吴晓伟纪春伟任宇新陈平王恩孙耀辉
Owner CHINA UNIV OF MINING & TECH (BEIJING)
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