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Portable rock structure surface direct shearing tester

A technology of direct shear tester and structural surface, which is applied in the direction of applying stable shear force to test the strength of materials, instruments, scientific instruments, etc., can solve the problems of long test time, difficult operation, cumbersome instruments, etc. , convenient and easy to operate

Inactive Publication Date: 2017-02-01
ZHEJIANG UNIVERSITY OF SCIENCE AND TECHNOLOGY
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0009] In order to solve the problems of bulky rock mass structural surface instruments, long test time, high cost, long construction period, and difficult operation, the invention provides a portable rock mass structural surface direct shear tester and its testing method, which effectively solves the problem of bulky instruments. , the test takes a long time, the cost is large, the construction period is long, and the operation is difficult. At the same time, the present invention adopts the principle of leverage to avoid the use of hydraulic devices and the main test object of the instrument of the present invention is rock

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  • Portable rock structure surface direct shearing tester
  • Portable rock structure surface direct shearing tester
  • Portable rock structure surface direct shearing tester

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Embodiment Construction

[0064] In order to make the technical problems, technical solutions and beneficial effects solved by the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings.

[0065] A portable rock mass structural surface direct shear tester, comprising a platform 1, a loading rate protection device 2, a shear rate loading 3, a sensor fixing frame 4, a normal displacement sensor 5, a circuit 6, a normal displacement sensor circuit 61, a shear rate Shear strain sensor 62, load sensor circuit 63, press beam 7, force transmission plate 8, shear box 9, upper plate 91 of shear box, lower plate 92 of shear box, roller 12, load sensor 13, rear head seat 14 , Lever adjustment shaft 15, counterweight 16, lever parts 17, weight 18, hook 19, support 20, shear displacement sensor 21, force transmission frame 22, latch hole 25. For a general diagram of the instrument, see the attached figure 1 .

[0066] refer to figu...

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Abstract

A portable rock structure surface direct shearing tester effectively solves the problems of bulkiness, long test time, large cost, long working period and difficulty in operation of apparatuses, adopts the lever principle to avoid adoption of a hydraulic device, and adopts rocks as a main test target. The tester has the advantages of realization of direct shearing test of a rock structure surface, simplicity, easiness in implementation, convenience in operation, short test cycle and low cost. The tester comprises a platform, a loading rate protection device, a shearing rate loader, a sensor fixing rack, a normal displacement sensor, a line, a normal displacement sensor line, a shearing strain sensor, a load sensor line, a pressurization crossbeam, a force transmission plate, a shearing box, a shearing box upper disc, a shearing box lower disc, a rock sample, a rock sample upper disc, a rock sample lower disc, a structure surface, rollers, a load sensor, a rear butting seat, a lever adjusting shaft, a balance weight, a lever part, a counterweight, a hook, a support, a shearing displacement sensor, a force transmission rack, a collecting system, a collecting device and a pinhole.

Description

technical field [0001] The invention relates to a portable rock mass structural surface direct shear tester and its testing method, which is a new type of portable structural surface direct shear instrument suitable for obtaining structural surface shear strength parameters and deformation parameters in rock mechanics tests, belonging to rock mechanics experimental field. Background technique [0002] Weak bedding zone is a banded distribution of rock strata whose physical and mechanical properties are weaker than that of surrounding rock, including weak interlayers, fault fracture zones, and intralayer dislocation zones, etc., and structural planes belong to weak bedding zones, so their It has a great influence on the strength of rock mass. Therefore, the structural plane is an important topic for domestic and foreign scholars to study. [0003] At present, the research on the structural plane of rock mass at home and abroad mainly adopts the direct shear test, and the sh...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N3/24
CPCG01N3/24G01N2203/0033
Inventor 罗战友李超邹宝平陶燕丽
Owner ZHEJIANG UNIVERSITY OF SCIENCE AND TECHNOLOGY
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