CN112595606A - Multi-direction rock shearing test system capable of realizing ultrasonic testing - Google Patents

Multi-direction rock shearing test system capable of realizing ultrasonic testing Download PDF

Info

Publication number
CN112595606A
CN112595606A CN202011063981.6A CN202011063981A CN112595606A CN 112595606 A CN112595606 A CN 112595606A CN 202011063981 A CN202011063981 A CN 202011063981A CN 112595606 A CN112595606 A CN 112595606A
Authority
CN
China
Prior art keywords
loading
displacement sensor
reaction frame
frame
box
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202011063981.6A
Other languages
Chinese (zh)
Inventor
肖海斌
周辉
迟福东
杨凡杰
陈鸿杰
胡明明
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Wuhan Institute of Rock and Soil Mechanics of CAS
Huaneng Group Technology Innovation Center Co Ltd
Huaneng Lancang River Hydropower Co Ltd
Original Assignee
Wuhan Institute of Rock and Soil Mechanics of CAS
Huaneng Group Technology Innovation Center Co Ltd
Huaneng Lancang River Hydropower Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Wuhan Institute of Rock and Soil Mechanics of CAS, Huaneng Group Technology Innovation Center Co Ltd, Huaneng Lancang River Hydropower Co Ltd filed Critical Wuhan Institute of Rock and Soil Mechanics of CAS
Priority to CN202011063981.6A priority Critical patent/CN112595606A/en
Publication of CN112595606A publication Critical patent/CN112595606A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/24Investigating strength properties of solid materials by application of mechanical stress by applying steady shearing forces
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/02Details
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/02Details
    • G01N3/06Special adaptations of indicating or recording means

Landscapes

  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

The invention discloses a multi-direction rock shearing test system capable of realizing ultrasonic testing. The device comprises an outer reaction frame, an inner reaction frame, a reaction frame base and an ultrasonic testing system; the outer counterforce frame is fixed on the counterforce frame base; the inner counterforce frame is movably connected with the counterforce frame base and matched with the outer counterforce frame; a shear box is arranged in the inner counterforce frame; the ultrasonic testing system is installed on the shearing box. The invention has the advantages of realizing one-dimensional direction shearing and circular reciprocating shearing and simultaneously carrying out ultrasonic testing.

Description

Multi-direction rock shearing test system capable of realizing ultrasonic testing
Technical Field
The invention relates to the technical field of rock shearing and acoustic emission testing, in particular to a multidirectional rock shearing test system capable of realizing ultrasonic testing.
Background
With more and more deep rock engineering in China, the faced engineering geological problems are more and more complex, including the difficult problems of active faults, high ground stress and the like. The stress redistribution of the rock mass is caused by rock mass excavation, the mechanical property of the rock mass is changed along with the deformation and the damage of the rock mass, and the shear damage has the greatest influence on the engineering safety, so that the research on the mechanical property and the deformation characteristic of the shear damage of the rock mass is a key scientific problem of rock mechanics.
The existing shearing equipment can mainly realize tests such as uniaxial compression shearing, uniaxial tension shearing, reciprocating circular shearing, torsional shearing, triaxial compression shearing, variable-angle shearing and the like, but in actual engineering, a rock body can be influenced by factors such as high stress, disturbance stress in different directions and the like, so that the mechanical property and the deformation characteristic of rock shear failure are more complex. The existing equipment can not realize multi-direction shearing and simultaneously carry out ultrasonic test. The actual engineering rock mass can be subjected to shear stress in different directions, meanwhile, surrounding rock stress redistribution is caused by rock mass excavation, the stress state of the rock mass including the stress magnitude and direction is changed, and the test for simultaneously changing the stress magnitude and direction cannot be realized by the conventional equipment; the ultrasonic testing can well obtain the internal crack propagation information in the rock mass damage and fracture process, so that the development of the multidirectional shearing equipment combined with the ultrasonic testing is very important.
Disclosure of Invention
The invention aims to provide a multidirectional rock shearing test system capable of realizing ultrasonic testing, which can realize one-dimensional and multidirectional shearing and cyclic reciprocating shearing by utilizing a shearing test system, simultaneously perform ultrasonic testing and improve the functionality of equipment.
In order to achieve the purpose, the technical scheme of the invention is as follows: can realize multi-direction rock shear test system of ultrasonic testing, its characterized in that: the device comprises an outer reaction frame, an inner reaction frame, a reaction frame base and an ultrasonic testing system; the outer counterforce frame is fixed on the counterforce frame base; the inner counterforce frame is movably connected with the counterforce frame base and matched with the outer counterforce frame; a shear box is arranged in the inner counterforce frame;
the ultrasonic testing system is installed on the shearing box.
In the technical scheme, the outer reaction frame is a square structure with an opening at one end, and an x-direction through hole is formed in the outer reaction frame;
the inner counter-force frame is of a square structure, and a y-direction through hole is formed in the inner counter-force frame;
the reaction frame base is of a concave structure;
the opening of the outer reaction frame is downwards fixed above the reaction frame base and is fixedly connected with the two sides of the reaction frame base;
the inner counterforce frame is connected with the upper end surface of the counterforce frame base in a sliding way through an x-direction sliding rail; the inner counterforce frame slides into the outer counterforce frame through the x-direction through hole and is matched with the outer counterforce frame;
a first stress loading system, a first stress measuring system and a first displacement measuring system are arranged in the inner counterforce frame; a shear box is arranged in the inner counterforce frame;
and a second stress loading system, a second stress measuring system and a second displacement measuring system are arranged inside the outer counterforce frame.
In the above technical solution, the first stress loading system includes a vertical loading cylinder, an x-direction upper left loading cylinder, an x-direction lower left loading cylinder, an x-direction upper right loading cylinder, and an x-direction lower left loading cylinder;
the first stress measurement system comprises a vertical loading force sensor, an x-direction left upper force sensor, an x-direction left lower force sensor, an x-direction right upper force sensor and an x-direction left lower force sensor;
the first displacement measurement system comprises a vertical displacement sensor, an x-direction left displacement sensor supporting rod, an x-direction right displacement sensor and an x-direction right displacement sensor supporting rod;
the x-direction left displacement sensor is arranged on the left side of the lower shearing box through an x-direction left displacement sensor supporting rod;
the x-direction right displacement sensor is mounted on the right side of the lower shear box through an x-direction right displacement sensor support rod.
In the above technical solution, the cutting box includes an upper cutting box and a lower cutting box; the lower shearing box is positioned on the x-direction sliding roller set;
an outer clamping groove of the lower shearing box is arranged on the lower shearing box; the lower shearing box is connected with the y-direction sliding block support through a lower shearing box outer clamping groove and a y-direction sliding roller set; and the y-direction sliding block support is fixed at the bottom of the inner side of the inner counterforce frame.
In the technical scheme, the x-direction right displacement sensor supporting rod, the x-direction left displacement sensor, the x-direction right displacement sensor supporting rod and the x-direction right displacement sensor are respectively arranged on two sides of the lower shearing box;
the x-direction left lower force sensor, the x-direction left lower loading cylinder, the x-direction right lower force sensor and the x-direction right lower loading cylinder are respectively arranged on two sides of the lower shearing box and are positioned above the x-direction left side displacement sensor and the x-direction right side displacement sensor;
the x-direction left upper force sensor, the x-direction left upper loading cylinder, the x-direction right upper loading cylinder and the x-direction right upper force sensor are respectively arranged at two sides of the upper shearing box;
the vertical bearing plate, the vertical loading force sensor and the vertical loading oil cylinder are sequentially arranged above the upper shearing box from bottom to top; the vertical loading oil cylinder is fixed at the top of the inner counter-force frame;
the vertical displacement sensor is arranged on the vertical bearing plate;
the x-direction upper left loading cylinder and the x-direction lower left loading cylinder are both vertically fixed on the left side surface of the inner counterforce frame;
and the x-direction right lower loading cylinder and the x-direction right upper loading cylinder are both vertically fixed on the right side surface of the inner reaction force frame.
In the technical scheme, four movable pulleys are arranged at the bottom of the inner counterforce frame; the movable pulley is connected with the x-direction sliding rail in a sliding mode.
In the technical scheme, the second stress loading system comprises a y-direction right lower loading cylinder, a y-direction right upper loading cylinder, a y-direction left lower loading oil cylinder and a y-direction left upper loading oil cylinder;
the second stress measurement system comprises a y-direction right lower force sensor, a y-direction right upper force sensor, a y-direction left lower force sensor and a y-direction left upper force sensor;
the second displacement measurement system comprises a y-direction right lower displacement sensor and a y-direction left lower displacement sensor;
after the inner counterforce frame slides into the outer counterforce frame to be fixed, the y-direction left lower force sensor, the y-direction left lower loading oil cylinder, the y-direction right lower loading cylinder and the y-direction right lower force sensor are respectively arranged on two sides of the lower shearing box;
the y-direction right lower displacement sensor and the y-direction left lower displacement sensor are respectively arranged on two sides of the lower shearing box and are positioned below the y-direction left lower loading oil cylinder and the y-direction right lower loading cylinder;
the y-direction right lower displacement sensor is vertically fixed on the right side surface of the outer reaction frame;
the y-direction left lower displacement sensor is vertically fixed on the left side surface of the outer reaction frame;
the y-direction left upper force sensor, the y-direction left upper loading oil cylinder, the y-direction right upper loading cylinder and the y-direction right upper force sensor are respectively arranged on two sides of the upper shearing box;
the y-direction lower left loading oil cylinder and the y-direction upper left loading oil cylinder are both vertically fixed on the left side surface of the outer counter-force frame;
and the y-direction right lower loading cylinder and the y-direction right upper loading cylinder are both vertically fixed on the right side surface of the outer counter-force frame.
In the above technical solution, the ultrasonic testing system includes a sound wave probe position hole, a sound wave probe fixing spring, a sound wave emitting probe, a sound wave receiving probe, and a sound wave instrument;
the acoustic wave probe position holes are respectively arranged on the upper shearing box and the lower shearing box;
the acoustic emission probe is arranged in an acoustic probe position hole on the upper shearing box through an acoustic probe fixing spring;
the sound wave receiving probe is arranged in a sound wave probe position hole on the lower shearing box through a sound wave probe fixing spring;
the sound wave transmitting probe and the sound wave receiving probe are respectively connected with the sound wave acquisition instrument through leads.
The invention has the following advantages:
(1) the invention can realize one-dimensional direction shearing and circular reciprocating shearing by utilizing the inner frame shearing test system, and can realize the function of the existing shearing equipment;
(2) the invention utilizes the inner frame shearing test system, can realize one-dimensional direction shearing and circular reciprocating shearing, and simultaneously carries out acoustic emission test, thereby perfecting the functionality of the equipment;
(3) the invention utilizes the inner and outer frame combination test system to realize the shearing in different directions and the cyclic reciprocating shearing, thereby filling the blank of multi-direction shearing equipment;
(4) the invention utilizes the inner and outer frame combination test system, can realize shearing in different directions and cyclic reciprocating shearing, and simultaneously carries out acoustic emission test, thereby improving the functionality of the equipment;
(5) the acoustic emission test in the shearing process can be realized, the related test by adopting single equipment is avoided, various test methods are integrated, and the test efficiency is greatly improved;
(6) the invention can realize the research of mechanical and acoustic characteristics in the shearing process by various testing means, and the various testing means can mutually verify the experimental result, thereby ensuring the accuracy of the experimental result.
The multifunctional rock mechanics shearing test device has multiple functions and wide application, can realize one-dimensional direction and multi-direction shearing and cyclic reciprocating shearing tests, simultaneously performs acoustic emission tests, and is a rock mechanics multifunctional shearing test device which has the advantages of wider use, more functions, simpler and more convenient operation and more accordance with engineering test modes.
Drawings
FIG. 1 is a schematic diagram of an external frame of a multidirectional rock reciprocating shear test system of the present invention.
FIG. 2 is a schematic diagram of the section A-A of FIG. 1.
FIG. 3 is a schematic diagram of the section B-B experimental system in FIG. 1.
FIG. 4 is a schematic diagram of the section C-C test system of FIG. 1.
FIG. 5 is a diagram of an xz shear box and roller arrangement according to the present invention.
FIG. 6 is a yz direction shear cartridge and roller arrangement of the present invention.
FIG. 7 is a layout diagram of an ultrasonic testing system during a shear test according to the present invention.
In fig. 4, x and y are cartesian rectangular coordinates.
In the figure: 1-outer reaction force frame, 2-inner reaction force frame, 3-reaction force frame, 4-x direction right side displacement sensor support rod, 5-y direction slide block support seat, 6-x direction right lower loading cylinder, 7-x direction right side displacement sensor, 8-x direction right lower force sensor, 9-x direction right upper loading cylinder, 10-x direction right upper force sensor, 11-vertical direction bearing plate, 12-vertical direction displacement sensor, 13-movable pulley, 14-y direction sliding roller set, 15-x direction sliding roller set, 16-x direction right side displacement sensor support rod, 17-x direction left lower force sensor, 18-x direction left side displacement sensor, 19-x direction left lower loading cylinder, 20-x direction left upper force sensor, 21-x direction upper left loading cylinder, 22-upper shearing pressure box, 23-rock sample, 24-vertical loading force sensor, 25-vertical loading oil cylinder, 26-y direction lower right loading cylinder, 27-y direction upper right loading cylinder, 28-y direction lower right displacement sensor, 29-y direction lower right force sensor, 30-y direction upper right force sensor, 31-y direction lower left displacement sensor, 32-y direction lower left force sensor, 33-y direction upper left force sensor, 34-y direction lower left loading oil cylinder, 35-y direction upper left loading oil cylinder, 36-x direction slide rail, 37-lower shearing pressure box, 38-lower shearing pressure box outer clamping groove, 44-acoustic probe position hole, 45-acoustic probe fixing spring, 46-acoustic emission probe, 47-sound wave receiving probe, 56-sound wave collector, 71-first stress loading system, 72-first stress measuring system, 73-first displacement measuring system, 74-second stress loading system, 75-second stress measuring system, 76-second displacement measuring system, 77-shearing box, 78-x direction through hole, 79-y direction through hole, 80-x direction slide rail and 81-ultrasonic testing system.
Detailed Description
The embodiments of the present invention will be described in detail with reference to the accompanying drawings, which are not intended to limit the present invention, but are merely exemplary. While the advantages of the invention will be clear and readily understood by the description.
With reference to the accompanying drawings: the multi-direction rock shearing test system capable of realizing ultrasonic testing comprises an outer reaction frame 1, an inner reaction frame 2, a reaction frame base 3 and an ultrasonic testing system 81; the outer reaction frame 1 is fixed on the reaction frame base 3; the inner counterforce frame 2 is movably connected with the counterforce frame base 3 and is matched with the outer counterforce frame 1; a shear box 77 is arranged inside the inner counterforce frame 2; the internal reaction frame 2 can be used for realizing a rock sample one-dimensional direction reciprocating shear test and can also be used for realizing a multi-direction reciprocating shear test;
the ultrasonic testing system 81 is mounted on the shear box 77 (as shown in fig. 1, 2, 3, 4, 5, 6, 7); the ultrasonic testing device can perform ultrasonic testing in the multi-direction reciprocating shearing test process.
Further, the outer reaction frame 1 is a square structure with an opening at one end, and an x-direction through hole 78 is formed in the outer reaction frame 1; the opening of the outer reaction frame 1 is downwards fixed above the reaction frame base 3 and is fixedly connected with the two sides of the reaction frame base 3; the opening of the outer reaction frame 1 is downwards fixed above the reaction frame base 3 and is fixedly connected with the two sides of the reaction frame base 3; the movable pulley 13 slides on the x-direction slide rail 80 to drive the inner reaction frame 2 to slide from the x-direction through hole 78 to the designated position in the outer reaction frame 1 for fixation, and components in the outer reaction frame 1 and the inner reaction frame 2 simultaneously apply stress to the shearing box 77 and measure the stress and displacement, so that the shearing tests in different directions, the reciprocating circular shearing tests, the shearing tests in different directions under different stress paths and the shearing tests under various stress conditions in the actual engineering process are realized, and the test function and the test efficiency are greatly improved;
the inner reaction frame 2 is of a square structure, and a y-direction through hole 79 is formed in the inner reaction frame 2; the second stress loading system 74 in the outer reaction frame 1 applies stress to the shear box 77 through the y-direction through hole 79 and measures stress and displacement; the components in the outer reaction frame 1 and the inner reaction frame 2 can apply stress to the shear box 77 and measure the stress and displacement at the same time, so that the shear test in different directions and the reciprocating circular shear test can be realized;
the reaction frame base 3 is a concave structure with an upward opening (as shown in fig. 1); the inner reaction frame 2 is connected with the upper end surface of the reaction frame base 3 in a sliding way through an x-direction slide rail 80; the inner reaction frame 2 slides into the outer reaction frame 1 through the x-direction through hole 78 and is matched with the outer reaction frame 1 (as shown in fig. 1, 2, 3 and 4), and ultrasonic testing in a one-dimensional direction and multi-direction shear test process can be realized.
Further, a first stress loading system 71, a first stress measuring system 72 and a first displacement measuring system 73 are arranged inside the inner counterforce frame 2; a shear box 77 is arranged inside the inner reaction frame 2 (as shown in fig. 2 and 4); a first stress loading system 71 in the inner reaction frame 2 is used to provide loading stress; the first stress measurement system 72 is used to measure stress; the first displacement measurement system 73 is used to measure displacement;
a second stress loading system 74, a second stress measuring system 75 and a second displacement measuring system 76 are arranged inside the outer counterforce frame 1 (as shown in fig. 3 and 4); the second stress loading system 74 in the outer reaction frame 1 is used to provide the loading stress; the second stress measurement system 75 is used to measure stress; the second displacement measurement system 76 is used to measure displacement and may perform ultrasonic testing during a multi-directional reciprocating shear test.
Further, the first stress loading system 71 includes a vertical loading cylinder 25, an x-direction upper left loading cylinder 21, an x-direction lower left loading cylinder 19, an x-direction upper right loading cylinder 9, and an x-direction lower left loading cylinder 6;
the first stress measurement system 72 comprises a vertical loading force sensor 24, an x-direction left upper force sensor 20, an x-direction left lower force sensor 17, an x-direction right upper force sensor 10 and an x-direction left lower force sensor 8; the vertical loading cylinder 25 is used for providing vertical stress, and the vertical loading force sensor 24 is used for measuring the stress; the x-direction upper left loading cylinder 21 is used for providing horizontal stress, and the x-direction upper left force sensor 20 is used for measuring stress; the x-direction lower left loading cylinder 19 is used for providing horizontal stress, and the x-direction lower left force sensor 17 is used for measuring stress; the x-direction lower left loading cylinder 6 is used for providing horizontal stress, and the x-direction lower left force sensor 8 is used for measuring stress;
the first displacement measurement system 73 comprises a vertical displacement sensor 12, an x-direction left displacement sensor 18, an x-direction left displacement sensor support rod 16, an x-direction right displacement sensor 7 and an x-direction right displacement sensor support rod 4;
the x-direction left displacement sensor 18 is arranged on the left side of the lower shearing box 37 through an x-direction left displacement sensor supporting rod 16; the x-direction left displacement sensor supporting rod 16 plays a role in fixing and supporting the x-direction left displacement sensor 18;
an x-direction right displacement sensor 7 is mounted on the right side of the lower shear box 37 via an x-direction right displacement sensor strut 4 (see fig. 2 and 4); the x-direction right displacement sensor strut 4 plays a role of fixing and supporting the x-direction right displacement sensor 7.
Further, the shear box 77 includes an upper shear box 22 and a lower shear box 37; the lower shear box 37 is positioned on the x-direction sliding roller set 15; the arrangement in this way can realize that the sample can be sheared in the x direction and the y direction, the y direction shearing test can be realized by pushing the lower shearing box 37, and the x direction shearing test can be realized by pushing the outer clamping groove 38 of the lower shearing box;
a lower cutting box external clamping groove 38 is arranged on the lower cutting box 37; the lower cutting box 37 is connected with the y-direction sliding block support 5 through a lower cutting box external clamping groove 38 and the y-direction sliding roller group 14; the y-direction slider support 5 is fixed to the bottom of the inner side of the inner reaction frame 2.
Further, an x-direction right-side displacement sensor strut 16 and an x-direction left-side displacement sensor 18 are arranged on the left side of the lower shear box 37, and an x-direction right-side displacement sensor strut 4 and an x-direction right-side displacement sensor 7 are arranged on the right side of the lower shear box 37;
the x-direction lower left force sensor 17 and the x-direction lower left loading cylinder 19 are arranged on the left side of the lower shearing box 37 and above the x-direction left displacement sensor 18;
the x-direction right lower force sensor 8 and the x-direction right lower loading cylinder 6 are arranged on the right side of the lower shearing box 37 and above the x-direction right displacement sensor 7; the x-direction lower left loading cylinder 19 provides horizontal stress, the x-direction lower left force sensor 17 is used for measuring the left stress of the lower shearing box 37, and the x-direction left displacement sensor 18 is used for measuring the left displacement of the lower shearing box 37;
the x-direction right lower loading cylinder 6 provides horizontal stress, the x-direction right lower force sensor 8 is used for measuring the right-side stress of the lower shear box 37, and the x-direction right displacement sensor 7 is used for measuring the right-side displacement of the shear box 37;
an x-direction upper left force sensor 20 and an x-direction upper left loading cylinder 21 are arranged on the left side of an upper shear box 22, and an x-direction upper right loading cylinder 9 and an x-direction upper right force sensor 10 are arranged on the right side of the upper shear box 22 (as shown in fig. 2 and 4); the x-direction provides horizontal stress to the upper left load cylinder 21, and the x-direction measures left stress of the upper shear box 22 to the upper left force sensor 20;
the x-direction provides horizontal stress to the upper right load cylinder 9 and the x-direction measures the right side stress of the upper shear box 22 to the upper right force sensor 10.
The vertical bearing plate 11, the vertical loading force sensor 24 and the vertical loading oil cylinder 25 are sequentially arranged above the upper shearing box 22 from bottom to top; the vertical loading oil cylinder 25 is fixed at the top of the inner counterforce frame 2; the vertical loading oil cylinder 25 provides vertical stress, and the vertical loading force sensor 24 is used for measuring the vertical stress;
the vertical displacement sensor 12 is mounted on the vertical bearing plate 11, arranged above the upper shear box 22 and vertically fixed on the top of the inner reaction force frame 2 (as shown in fig. 2 and 3); the vertical displacement sensor 12 is used to detect the vertical displacement of the shear box 77.
The x-direction upper left loading cylinder 21 and the x-direction lower left loading cylinder 19 are both vertically fixed on the left side surface of the inner reaction force frame 2; the x-direction left upper loading cylinder 21 and the x-direction left lower loading cylinder 19 are arranged at intervals; the left side of the inner reaction frame 2 supports and fixes the upper left loading cylinder 21 in the x direction and the lower left loading cylinder 19 in the x direction;
the x-direction right lower loading cylinder 6 and the x-direction right upper loading cylinder 9 are both vertically fixed on the right side surface of the inner counterforce frame 2; the x-direction right lower loading cylinder 6 and the x-direction right upper loading cylinder 9 are arranged at intervals; the right side of the inner counterforce frame 2 plays a role in supporting and fixing the lower right loading cylinder 6 in the x direction and the upper right loading cylinder 9 in the x direction;
the right side of the shear box 77 provides horizontal loading stress through an x-direction right lower loading cylinder 6 and an x-direction right upper loading cylinder 9, and the left side provides horizontal loading stress through an x-direction left upper loading cylinder 21 and an x-direction left lower loading cylinder 19;
the x-direction lower left force sensor 17 is positioned at the telescopic end of the x-direction lower left loading cylinder 19; the x-direction upper left force sensor 20 is positioned at the telescopic end of the x-direction upper left loading cylinder 21; the x-direction right upper force sensor 10 is positioned at the telescopic end of the x-direction right upper loading cylinder 9; the x-direction right lower force sensor 8 is located at the telescopic end of the x-direction right lower loading cylinder 6 (as shown in fig. 2, 3 and 4), and improves the detection accuracy.
Further, four movable pulleys 13 are provided at the bottom of the inner reaction frame 2; the movable pulley 13 is connected with the x-direction slide rail 80 in a sliding mode, the movable pulley 13 slides on the x-direction slide rail 80 to drive the inner reaction force frame 2 to slide in or slide out of the outer reaction force frame 1, and therefore one-dimensional and multi-directional shearing tests are achieved.
Further, the second stress loading system 74 includes a y-direction right lower loading cylinder 26, a y-direction right upper loading cylinder 27, a y-direction left lower loading cylinder 34, and a y-direction left upper loading cylinder 35;
the second stress measurement system 75 comprises a y-direction right lower force sensor 29, a y-direction right upper force sensor 30, a y-direction left lower force sensor 32 and a y-direction left upper force sensor 33; a lower right load cylinder 26 for providing horizontal stress, and a lower right y force sensor 29 for measuring the lower right stress of the shear box 77;
the y-direction upper right load cylinder 27 provides horizontal stress, and the y-direction upper right force sensor 3 is used for measuring the upper right stress of the shear box 77;
the y-direction lower left load cylinder 34 provides horizontal stress, and the y-direction lower left force sensor 32 is used for measuring the lower left stress of the shear box 77;
the y-direction upper left loading oil cylinder 35 provides horizontal stress, and the y-direction upper left force sensor 33 is used for measuring the upper left stress of the shear box 77;
the second displacement measurement system 76 includes a y-direction lower-right displacement sensor 28 and a y-direction lower-left displacement sensor 31; the y-direction left lower displacement sensor 31 and the y-direction right lower displacement sensor 28 measure the displacement of the lower shear box 37 from opposite (right and left) sides.
After the inner reaction frame 2 slides into the outer reaction frame 1 and is fixed, the y-direction left lower force sensor 32, the y-direction left lower loading oil cylinder 34, the y-direction right lower loading cylinder 26 and the y-direction right lower force sensor 29 are respectively arranged at two sides of the lower shearing box 37;
the y-direction lower right displacement sensor 28 and the y-direction lower left displacement sensor 31 are respectively arranged on two sides of the lower shearing box 37 and are positioned below the y-direction lower left loading oil cylinder 34 and the y-direction lower right loading cylinder 26;
a y-direction right-lower displacement sensor 28 is vertically fixed to the right side surface of the outer reaction frame 1;
the y-direction lower left displacement sensor 31 is vertically fixed to the left side surface of the outer reaction frame 1; the outer reaction frame 1 provides the fixing and supporting forces for the y-direction lower right displacement sensor 28 and the y-direction lower left displacement sensor 31, respectively.
A y-direction upper left force sensor 33 and a y-direction upper left load cylinder 35 are disposed on the left side of the upper shear box 22, a y-direction upper right load cylinder 27 and a y-direction upper right force sensor 30 are disposed on the right side of the upper shear box 22;
the y-direction lower left loading oil cylinder 34 and the y-direction upper left loading oil cylinder 35 are both vertically fixed on the left side surface of the outer counterforce frame 1; the y-direction left lower loading oil cylinder 34 and the y-direction left upper loading oil cylinder 35 are arranged at intervals; the counterforce frame 1 provides fixing and supporting forces for the y-direction lower left loading oil cylinder 34 and the y-direction upper left loading oil cylinder 35 respectively.
The y-direction right lower loading cylinder 26 and the y-direction right upper loading cylinder 27 are both vertically fixed on the right side surface of the outer reaction frame 1; the y-direction right lower loading cylinder 26 and the y-direction right upper loading cylinder 27 are arranged at intervals; the outer reaction frame 1 provides the fixing and supporting forces for the y-direction lower right loading cylinder 26 and the y-direction upper right loading cylinder 27, respectively.
The y-direction left lower force sensor 32 is arranged at the telescopic end of the y-direction left lower loading oil cylinder 34; a y-direction right lower force sensor 29 is provided at the telescopic end of the y-direction right lower load cylinder 26; the y-direction upper left force sensor 33 is arranged at the telescopic end of the y-direction upper left loading oil cylinder 35; the y-direction upper right force sensor 30 is provided at the telescopic end of the y-direction upper right load cylinder 27 (as shown in fig. 3 and 4), and improves the detection accuracy.
Further, the ultrasonic testing system 81 includes an acoustic wave probe position hole 44, an acoustic wave probe fixing spring 45, an acoustic wave emitting probe 46, an acoustic wave receiving probe 47, and an acoustic wave meter 56; acoustic probe position holes 44 are respectively provided in the middle of the upper end of the upper shear box 22 and in the middle of the lower end of the lower shear box 37; a sonic wave emission probe 46 is mounted in a sonic wave probe position hole 44 on the upper shear box 22 by a sonic wave probe fixing spring 45; a sound wave receiving probe 47 is mounted in a sound wave probe position hole 44 on the lower shear box 37 through a sound wave probe fixing spring 45; the sound wave transmitting probe 46 and the sound wave receiving probe 47 are respectively connected with a sound wave acquisition instrument 56 through leads (as shown in fig. 5, 6 and 7).
The present invention will now be described in detail by way of application examples thereof.
Example 1: ultrasonic testing in multi-directional reciprocating shear test process
The embodiment of the invention utilizes the multifunctional multidirectional rock reciprocating shear test device to carry out ultrasonic test in the multidirectional reciprocating shear test process, and the specific test method comprises the following steps,
the method comprises the following steps: an acoustic wave transmitting probe 46 is installed in the acoustic wave probe position hole 44 through an acoustic wave probe fixing spring 45, an acoustic wave receiving probe 47 is installed in the acoustic wave probe position hole 44 through the acoustic wave probe fixing spring 45, and the acoustic wave transmitting probe 46 and the acoustic wave receiving probe 47 are connected to the acoustic wave acquisition instrument 56 through wires;
step two: the ultrasonic testing is carried out while the one-dimensional reciprocating shear test is completed, and the specific operation is as follows: the sound wave acquisition instrument 56 transmits sound wave signals through the sound wave transmitting probe 46, the sound wave signals are received by the sound wave receiving probe 47 through the sample 23 and are finally received and stored by the sound wave acquisition instrument 56, and the ultrasonic characteristics in the shearing process are obtained;
step three: and carrying out a one-dimensional reciprocating shear test.
Step four: performing ultrasonic testing while completing the multi-direction reciprocating shear test, wherein the specific operation is the same as the first step and the second step, and the ultrasonic characteristics in the shearing process are obtained;
example 2: ultrasonic testing in multi-directional reciprocating shear test process
The method comprises the following steps: an acoustic wave transmitting probe 46 is installed in the acoustic wave probe position hole 44 through an acoustic wave probe fixing spring 45, an acoustic wave receiving probe 47 is installed in the acoustic wave probe position hole 44 through the acoustic wave probe fixing spring 45, and the acoustic wave transmitting probe 46 and the acoustic wave receiving probe 47 are connected to the acoustic wave acquisition instrument 56 through wires;
step two: the ultrasonic testing is carried out while the multidirectional reciprocating shear test is completed, and the specific operation is as follows: the sound wave acquisition instrument 56 transmits sound wave signals through the sound wave transmitting probe 46, the sound wave signals are received by the sound wave receiving probe 47 through the sample 23 and are finally received and stored by the sound wave acquisition instrument 56, and the ultrasonic characteristics in the shearing process are obtained;
step three: a multi-directional reciprocating shear test was performed.
The concrete mode for realizing the one-dimensional reciprocating shear test of the rock sample is as follows:
s51: leaving the x-direction right lower force sensor 8 and the x-direction right lower loading cylinder 6 away from the lower shearing box 37 for a certain distance, applying horizontal shearing stress to the rock sample 23 through the x-direction left lower loading cylinder 19, performing a unidirectional shearing test in a displacement control mode, stopping loading after shearing for a certain displacement, and returning the x-direction left lower loading cylinder 19 to complete the unidirectional shearing test;
s52: loading the rock sample 23 in the opposite direction through the x-direction right lower loading cylinder 6 until the rock sample 23 is sheared to a specified distance, stopping loading, and returning the x-direction right lower loading cylinder 6 to finish a reverse shearing test;
s53: and repeating S51 and S52 to realize the one-dimensional reciprocating shear test of the rock sample.
The specific mode for realizing the multi-direction reciprocating shear test is as follows:
s61: performing a one-dimensional reciprocating shear test on the rock sample;
the y-direction right lower loading cylinder 26 and the y-direction right lower force sensor 29 are separated from the lower shearing box 37 by a certain distance, horizontal shearing stress is applied to the rock sample 23 through the y-direction left lower loading cylinder 34, a displacement control mode is adopted for carrying out a unidirectional shearing test, loading is stopped after a certain displacement is sheared, and the y-direction left lower loading cylinder 34 is returned, so that the unidirectional shearing test is completed;
s62: loading the rock sample 23 in the opposite direction through the y-direction right lower loading cylinder 26 until the rock sample 23 is sheared to a specified distance, stopping loading, and returning the y-direction right lower loading cylinder 26 to finish a reverse shearing test;
s63: and repeating the steps S61 and S62 to realize the multidirectional reciprocating shear test.
And the x, the y and the z are Cartesian rectangular coordinate systems.
In order to more clearly illustrate the advantages of the multi-directional rock shear test system capable of realizing ultrasonic testing, compared with the prior art, the two technical schemes are compared by workers, and the comparison results are as follows:
Figure RE-GDA0002935208860000131
Figure RE-GDA0002935208860000141
as can be seen from the above table, compared with the prior art, the multi-direction rock shearing test system capable of realizing ultrasonic testing can realize shearing in different directions and cyclic reciprocating shearing, and can realize the ultrasonic testing while realizing the shearing test in different directions.
Other parts not described belong to the prior art.

Claims (7)

1. Can realize multi-direction rock shear test system of ultrasonic testing, its characterized in that: comprises an outer reaction frame (1), an inner reaction frame (2), a reaction frame base (3) and an ultrasonic testing system (81);
the outer reaction frame (1) is fixed on the reaction frame base (3); the inner reaction frame (2) is movably connected with the reaction frame base (3) and is matched with the outer reaction frame (1); a shear box (77) is arranged inside the inner counterforce frame (2);
the ultrasonic testing system (81) is mounted on a shear box (77).
2. The multidirectional rock shear test system capable of achieving ultrasonic testing according to claim 1, wherein: the outer reaction frame (1) is of a square structure with one open end, and an x-direction through hole (78) is formed in the outer reaction frame (1);
the inner reaction frame (2) is of a square structure, and a y-direction through hole (79) is formed in the inner reaction frame (2);
the reaction frame base (3) is of a concave structure;
the opening of the outer reaction frame (1) is downwards fixed above the reaction frame base (3) and is fixedly connected with the two sides of the reaction frame base (3);
the inner reaction frame (2) is connected with the upper end surface of the reaction frame base (3) in a sliding way through an x-direction slide rail (80); the inner reaction frame (2) slides into the outer reaction frame (1) through an x-direction through hole (78) and is matched with the outer reaction frame (1);
a first stress loading system (71), a first stress measuring system (72) and a first displacement measuring system (73) are arranged inside the inner counterforce frame (2); a shear box (77) is arranged inside the inner counterforce frame (2);
a second stress loading system (74), a second stress measuring system (75) and a second displacement measuring system (76) are arranged inside the outer counterforce frame (1).
3. The multidirectional rock shear test system capable of achieving ultrasonic testing according to claim 2, wherein: the first stress loading system (71) comprises a vertical loading cylinder (25), an x-direction left upper loading cylinder (21), an x-direction left lower loading cylinder (19), an x-direction right upper loading cylinder (9) and an x-direction left lower loading cylinder (6);
the first stress measurement system (72) comprises a vertical loading force sensor (24), an x-direction left upper force sensor (20), an x-direction left lower force sensor (17), an x-direction right upper force sensor (10) and an x-direction left lower force sensor (8);
the first displacement measurement system (73) comprises a vertical displacement sensor (12), an x-direction left-side displacement sensor (18), an x-direction left-side displacement sensor support rod (16), an x-direction right-side displacement sensor (7) and an x-direction right-side displacement sensor support rod (4);
the x-direction left displacement sensor (18) is arranged on the left side of the lower shearing box (37) through an x-direction left displacement sensor supporting rod (16);
an x-direction right displacement sensor (7) is mounted on the right side of the lower shear box (37) through an x-direction right displacement sensor strut (4).
4. The multidirectional rock shear test system capable of achieving ultrasonic testing according to claim 3, wherein: the shear box (77) comprises an upper shear box (22) and a lower shear box (37); the lower cutting box (37) is positioned on the x-direction sliding roller set (15);
a lower cutting box external clamping groove (38) is arranged on the lower cutting box (37); the lower shearing box (37) is connected with the y-direction sliding block support (5) through a lower shearing box outer clamping groove (38) and a y-direction sliding roller set (14); and the y-direction sliding block support (5) is fixed at the bottom of the inner side of the inner reaction frame (2).
5. The multidirectional rock shear test system capable of achieving ultrasonic testing according to claim 4, wherein: an x-direction right displacement sensor strut (16), an x-direction left displacement sensor (18), an x-direction right displacement sensor strut (4), and an x-direction right displacement sensor (7) are respectively arranged on both sides of the lower shear box (37);
an x-direction left lower force sensor (17), an x-direction left lower loading cylinder (19), an x-direction right lower force sensor (8) and an x-direction right lower loading cylinder (6) are respectively arranged on two sides of the lower shearing box (37) and are positioned above an x-direction left side displacement sensor (18) and an x-direction right side displacement sensor (7);
an x-direction left upper force sensor (20), an x-direction left upper loading cylinder (21), an x-direction right upper loading cylinder (9) and an x-direction right upper force sensor (10) are respectively arranged at two sides of an upper shearing box (22);
the vertical bearing plate (11), the vertical loading force sensor (24) and the vertical loading oil cylinder (25) are sequentially arranged above the upper shearing box (22) from bottom to top; the vertical loading oil cylinder (25) is fixed at the top of the inner counterforce frame (2);
the vertical displacement sensor (12) is arranged on the vertical bearing plate (11);
the x-direction left upper loading cylinder (21) and the x-direction left lower loading cylinder (19) are both vertically fixed on the left side surface of the inner reaction force frame (2);
and the x-direction right lower loading cylinder (6) and the x-direction right upper loading cylinder (9) are both vertically fixed on the right side surface of the inner reaction force frame (2).
6. The multidirectional rock shear test system capable of achieving ultrasonic testing according to claim 5, wherein: the second stress loading system (74) comprises a y-direction right lower loading cylinder (26), a y-direction right upper loading cylinder (27), a y-direction left lower loading oil cylinder (34) and a y-direction left upper loading oil cylinder (35);
the second stress measurement system (75) comprises a y-direction right lower force sensor (29), a y-direction right upper force sensor (30), a y-direction left lower force sensor (32) and a y-direction left upper force sensor (33);
the second displacement measurement system (76) comprises a y-direction lower right displacement sensor (28) and a y-direction lower left displacement sensor (31);
after the inner reaction frame (2) slides into the outer reaction frame (1) to be fixed, a y-direction left lower force sensor (32), a y-direction left lower loading oil cylinder (34), a y-direction right lower loading cylinder (26) and a y-direction right lower force sensor (29) are respectively arranged at two sides of the lower shearing box (37);
a y-direction right lower displacement sensor (28) and a y-direction left lower displacement sensor (31) are respectively arranged on two sides of the lower shearing box (37) and are positioned below a y-direction left lower loading oil cylinder (34) and a y-direction right lower loading cylinder (26);
a y-direction right-lower displacement sensor (28) is vertically fixed on the right side surface of the outer reaction force frame (1);
a y-direction left lower displacement sensor (31) is vertically fixed on the left side surface of the outer reaction force frame (1);
a y-direction left upper force sensor (33), a y-direction left upper loading oil cylinder (35), a y-direction right upper loading oil cylinder (27) and a y-direction right upper force sensor (30) are respectively arranged at two sides of the upper shearing box (22);
the y-direction lower left loading oil cylinder (34) and the y-direction upper left loading oil cylinder (35) are both vertically fixed on the left side surface of the outer reaction force frame (1);
and the y-direction right lower loading cylinder (26) and the y-direction right upper loading cylinder (27) are both vertically fixed on the right side surface of the outer reaction force frame (1).
7. The multidirectional rock shear test system capable of achieving ultrasonic testing according to claim 6, wherein: the ultrasonic testing system (81) comprises an acoustic wave probe position hole (44), an acoustic wave probe fixing spring (45), an acoustic wave transmitting probe (46), an acoustic wave receiving probe (47) and a sound wave instrument (56);
acoustic probe position holes (44) are provided in the upper shear box (22) and the lower shear box (37), respectively;
the sound wave emission probe (46) is arranged in a sound wave probe position hole (44) on the upper shearing box (22) through a sound wave probe fixing spring (45);
the sound wave receiving probe (47) is arranged in a sound wave probe position hole (44) on the lower shearing box (37) through a sound wave probe fixing spring (45);
the sound wave transmitting probe (46) and the sound wave receiving probe (47) are respectively connected with the sound wave acquisition instrument (56) through leads.
CN202011063981.6A 2020-09-30 2020-09-30 Multi-direction rock shearing test system capable of realizing ultrasonic testing Pending CN112595606A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202011063981.6A CN112595606A (en) 2020-09-30 2020-09-30 Multi-direction rock shearing test system capable of realizing ultrasonic testing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202011063981.6A CN112595606A (en) 2020-09-30 2020-09-30 Multi-direction rock shearing test system capable of realizing ultrasonic testing

Publications (1)

Publication Number Publication Date
CN112595606A true CN112595606A (en) 2021-04-02

Family

ID=75180360

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202011063981.6A Pending CN112595606A (en) 2020-09-30 2020-09-30 Multi-direction rock shearing test system capable of realizing ultrasonic testing

Country Status (1)

Country Link
CN (1) CN112595606A (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102519784A (en) * 2011-12-16 2012-06-27 武汉大学 Method for determining rock conjugate damage strength through adopting supersonic waves
CN106442115A (en) * 2016-09-18 2017-02-22 中国科学院、水利部成都山地灾害与环境研究所 Rock joint ultrasonic experimental apparatus under complex stress and control system thereof
CN109507047A (en) * 2019-01-04 2019-03-22 中国地质大学(武汉) Explosion is on gunite concrete-country rock boundary strength influence experimental rig and method
CN109580399A (en) * 2018-12-27 2019-04-05 深圳大学 Middle low strain dynamic rate sound integration test system
CN110174317A (en) * 2019-05-30 2019-08-27 水利部交通运输部国家能源局南京水利科学研究院 Contact surface double direction shear experimental rig
CN110658085A (en) * 2019-09-24 2020-01-07 东北大学 High-temperature high-pressure hard rock true triaxial multifunctional shear test device and method
CN111220484A (en) * 2020-03-09 2020-06-02 重庆地质矿产研究院 Reciprocating type rock crack friction-seepage characteristic testing device and testing method

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102519784A (en) * 2011-12-16 2012-06-27 武汉大学 Method for determining rock conjugate damage strength through adopting supersonic waves
CN106442115A (en) * 2016-09-18 2017-02-22 中国科学院、水利部成都山地灾害与环境研究所 Rock joint ultrasonic experimental apparatus under complex stress and control system thereof
CN109580399A (en) * 2018-12-27 2019-04-05 深圳大学 Middle low strain dynamic rate sound integration test system
CN109507047A (en) * 2019-01-04 2019-03-22 中国地质大学(武汉) Explosion is on gunite concrete-country rock boundary strength influence experimental rig and method
CN110174317A (en) * 2019-05-30 2019-08-27 水利部交通运输部国家能源局南京水利科学研究院 Contact surface double direction shear experimental rig
CN110658085A (en) * 2019-09-24 2020-01-07 东北大学 High-temperature high-pressure hard rock true triaxial multifunctional shear test device and method
CN111220484A (en) * 2020-03-09 2020-06-02 重庆地质矿产研究院 Reciprocating type rock crack friction-seepage characteristic testing device and testing method

Similar Documents

Publication Publication Date Title
CN103969107B (en) High pressure servo moves true triaxial test machine
CN112284930B (en) Multidirectional rock shearing-seepage coupling test method with acoustic test
CN106568659A (en) Impact testing apparatus
CN112284929B (en) Multifunctional multi-direction rock shearing-seepage-temperature multi-field coupling test method
CN100495063C (en) Testing device of magnetic suspension of high-temperature superconductor, and testing method for using the device
CN112284931B (en) Multidirectional rock reciprocating shearing-temperature coupling and acoustic testing method
CN109406313A (en) Hopkinson beam bar dynamic test system
CN112284927B (en) Multidirectional rock reciprocating shearing-temperature coupling and acoustic testing system
CN107422039A (en) A kind of uniaxial loading coal body ultrasonic velocity testing system device and experimental method
CN111948077A (en) High-temperature high-pressure composite fretting wear test device
CN112345383A (en) Multi-direction rock shearing test system capable of realizing acoustic emission test
CN108645712A (en) Geosynthetics tensile test apparatus based on soil medium
CN110286028A (en) A kind of multidimensional coupled static-dynamic loadingi Rock Mechanics Test device
CN112595606A (en) Multi-direction rock shearing test system capable of realizing ultrasonic testing
CN201075069Y (en) Universal material testing machine
CN105547452B (en) Three axis amplitude measuring instrument of carbon badminton racket
CN208155747U (en) Geosynthetics tensile test apparatus based on soil medium
CN103196992B (en) The scanning detection apparatus of portable cylindrical ferromagnetic component
CN108931436B (en) Eccentric loading and shear creep combined action test device for soft rock
CN217237202U (en) Displacement sensor distribution control device applied to gas turbine blade vibration fatigue test
CN216622658U (en) Non-magnetic weak magnetic detection device
CN109813513A (en) A kind of Machine Joint Surfaces dynamic characteristic parameter measuring device and method
CN203241381U (en) Scanning and detecting device of portable cylindrical ferromagnetic member
CN214010943U (en) Multidirectional rock reciprocating shear test system
CN113252272B (en) Periodic pulse multidirectional impact test device

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination