CN206583437U - A kind of device for measuring rock micro-strain - Google Patents
A kind of device for measuring rock micro-strain Download PDFInfo
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- CN206583437U CN206583437U CN201720206865.2U CN201720206865U CN206583437U CN 206583437 U CN206583437 U CN 206583437U CN 201720206865 U CN201720206865 U CN 201720206865U CN 206583437 U CN206583437 U CN 206583437U
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- pressing plates
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- support frame
- pressing plate
- plates
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- 239000011435 rock Substances 0.000 title claims abstract description 23
- 238000005259 measurement Methods 0.000 claims abstract description 9
- 238000006073 displacement reaction Methods 0.000 claims description 17
- 238000013461 design Methods 0.000 description 2
- 238000002474 experimental method Methods 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
Abstract
The utility model discloses a kind of device for measuring rock micro-strain, device is the cube-shaped structure being made up of six block pressur plates, including corresponding two-by-two the first X pressing plates and the 2nd X pressing plates, the first Y pressing plates and the 2nd Y pressing plates, the first Z pressing plates and the 2nd Z pressing plates, sample is installed inside cube-shaped structure；Device also includes at least three groups micro- change connection components, and micro- change connection component is arranged between two corresponding pressing plates；The utility model is in order to eliminate frame deformation, a series of deformation of intermediate links such as cushion block deformation, and using the deflection of direct measurement rock all directions, measurement result is more accurate, by the application of sensor, is quick on the draw, and measurement is accurate.
Description
Technical field
The utility model belongs to rock triaxial test apparatus field, particularly a kind of device for measuring rock micro-strain.
Background technology
Under natural endowment, the earth's crust and engineering rock mass are deformed and destroyed under complicated combined stress state.
Rock mass is a kind of complicated geologic body, in complicated 3-D stree field, and rock mass damage is often as answering for its preservation
Caused by power state changes.Normal triaxial rock mechanics experiment is typically all to apply certain confined pressure, Ran Houbao to rock
Holding confined pressure constant (i.e. σ 2=σ 3) increase maximum principal stress σ 1 destroys rock, and this test method can only study axial symmetry
Stress state, be not suitable for intermediate principal stress to rock mass strength and deformation influence.True triaxial test can solve conventional three
The evolution problem for the complicated stress environment that shaft experiment can not reflect, by principal stress σ 1, σ 2, σ 3 independent change can embody
The actual load-bearing situation of rock mass.
Utility model content
Technical problem to be solved in the utility model is to overcome the shortcoming of prior art there is provided one kind measurement rock is micro-
The device of small deformation, the utility model is in order to eliminate frame deformation, a series of deformation of intermediate links such as cushion block deformation, using straight
The deflection of measurement rock all directions is connect, measurement result is more accurate, by the application of sensor, is quick on the draw, measurement essence
Really.
In order to solve the above technical problems, the utility model provides a kind of device for measuring rock micro-strain, device is
The cube-shaped structure being made up of six block pressur plates, including the first corresponding two-by-two X pressing plates and the 2nd X pressing plates, the first Y pressing plates and
Sample is installed inside the 2nd Y pressing plates, the first Z pressing plates and the 2nd Z pressing plates, cube-shaped structure；
Device also includes at least three groups micro- change connection components, micro- change connection component be arranged on two corresponding pressing plates it
Between, micro- change connection component includes support frame and fixed support, and support frame is fixedly connected with one of pressing plate and the vertical pressing plate
Set, support frame end connection displacement transducer, fixed support is fixedly mounted on another pressing plate and the parallel pressing plate is set
Put, fixed support outer end is provided with clamping section, clamping section is hatch frame, and hatch frame includes and displacement transducer shape phase
Fixing bolt is installed in corresponding duct and the fixed part provided with fixing hole, fixing hole.
The technical scheme that the utility model is further limited is：
The contact of aforementioned displacements sensor can carry out elastic telescopic.
Foregoing support frame is rigid L-type structure, and the short side of support frame is fixedly connected with one in two corresponding pressing plates,
And the parallel pressing plate, vertical pressing plate in long side of support frame.
The beneficial effects of the utility model are：
The device of the utility model design is corresponding two-by-two to set provided with six pressing plates, and at least one is set between each two
Individual micro- change connection component, for the rock deformation amount on direction where measuring two block pressur plate, micro- change connection component includes one
High accuracy displacement sensor, by the loading to three directions of sample, three displacement transducers can just measure all directions
Change in displacement, the displacement than measuring oil cylinder is more accurate.
Brief description of the drawings
Fig. 1 is front view of the present utility model；
Fig. 2 is top view of the present utility model；
Fig. 3 is sectional view of the present utility model；
Fig. 4 is stereogram of the present utility model；
Fig. 5 is micro- partial enlarged drawing for becoming connection component；
Wherein, the X pressing plates of 1- the first, the X pressing plates of 2- the 2nd, the Y pressing plates of 3- the first, the Y pressing plates of 4- the 2nd, the Z pressing plates of 5- the first, 6-
Two Z pressing plates, the micro- change connection components of 7-, 701- support frames, 702- displacement transducers, 703- fixed supports, 704- fixing bolts,
705- clamping sections, 8- samples.
Embodiment
Embodiment 1
The present embodiment provides a kind of device for measuring rock micro-strain, and as shown in Figure 1, Figure 2 and Figure 3, device is structure
The cube-shaped structure being made up of six block pressur plates, including corresponding two-by-two the first X pressing plates 1 and the 2nd X pressing plates 2, the first Y pressing plates
3 and the 2nd Y pressing plate 4, the first Z pressing plates 5 and the 2nd Z pressing plates 6, sample 8 is installed inside cube-shaped structure；As shown in Figure 4, Figure 5,
Device also includes at least three groups micro- change connection components 7, and micro- change connection component 7 is arranged between two corresponding pressing plates, micro- to become
Connection component 7 includes support frame 701 and fixed support 703, and support frame 701 is fixedly connected with one of pressing plate and the vertical pressure
Plate is set, and the end of support frame 701 connection displacement transducer 702, fixed support 703 is fixedly mounted on another pressing plate and put down
The row pressing plate is set, and the outer end of fixed support 703 is provided with clamping section 705, and clamping section 705 is hatch frame, hatch frame bag
Include in the duct corresponding with the shape of displacement transducer 702 and the fixed part provided with fixing hole, fixing hole and fixing bolt is installed
704。
The contact of aforementioned displacements sensor 702 can carry out elastic telescopic.Foregoing support frame 701 is rigid L-type structure, support
The short side of frame 701 is fixedly connected with one in two corresponding pressing plates, and the parallel pressing plate, and the long side of support frame 701 is vertical
The pressing plate.
The device of the present embodiment design is corresponding two-by-two to set provided with six pressing plates, and at least one is set between each two
Micro- change connection component, for the rock deformation amount on direction where measuring two block pressur plate, micro- change connection component includes one high
Accuracy Displacement sensor, by the loading to three directions of sample, three displacement transducers can just measure the position of all directions
Change is moved, the displacement than measuring oil cylinder is more accurate.
Above example is only explanation technological thought of the present utility model, it is impossible to limit protection model of the present utility model with this
Enclose, it is every according to the utility model proposes technological thought, any change done on the basis of technical scheme each falls within this reality
Within the scope of novel protected.
Claims (3)
1. a kind of device for measuring rock micro-strain, it is characterised in that described device is the cube being made up of six block pressur plates
Shape structure, including the first corresponding two-by-two X pressing plates（1）With the 2nd X pressing plates（2）, the first Y pressing plates（3）With the 2nd Y pressing plates（4）、
First Z pressing plates（5）With the 2nd Z pressing plates（6）, sample is installed in the cube-shaped structure inside（8）；
Described device also includes at least three groups micro- change connection components（7）, micro- change connection component（7）Be arranged on two it is corresponding
Pressing plate between, micro- change connection component（7）Including support frame（701）And fixed support（703）, support frame as described above（701）
It is fixedly connected with one of pressing plate and the vertical pressing plate is set, support frame as described above（701）End connects displacement transducer
（702）, the fixed support（703）It is fixedly mounted on another pressing plate and the parallel pressing plate is set, the fixed support
（703）Outer end is provided with clamping section（705）, the clamping section（705）For hatch frame, the hatch frame include with it is described
Displacement transducer（702）Fixed spiral shell is installed in the corresponding duct of shape and the fixed part provided with fixing hole, the fixing hole
Bolt（704）.
2. the device of measurement rock micro-strain according to claim 1, it is characterised in that institute's displacement sensors
（702）Contact can carry out elastic telescopic.
3. the device of measurement rock micro-strain according to claim 1, it is characterised in that support frame as described above（701）For
Rigid L-type structure, support frame as described above（701）Short side be fixedly connected with one in two corresponding pressing plates, and the parallel pressure
Plate, support frame as described above（701）The vertical pressing plate in long side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720206865.2U CN206583437U (en) | 2017-03-06 | 2017-03-06 | A kind of device for measuring rock micro-strain |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720206865.2U CN206583437U (en) | 2017-03-06 | 2017-03-06 | A kind of device for measuring rock micro-strain |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206583437U true CN206583437U (en) | 2017-10-24 |
Family
ID=60113113
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720206865.2U Active CN206583437U (en) | 2017-03-06 | 2017-03-06 | A kind of device for measuring rock micro-strain |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206583437U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109142058A (en) * | 2018-09-13 | 2019-01-04 | 东北大学 | A kind of rock sample deformation measuring device and method |
-
2017
- 2017-03-06 CN CN201720206865.2U patent/CN206583437U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109142058A (en) * | 2018-09-13 | 2019-01-04 | 东北大学 | A kind of rock sample deformation measuring device and method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Ma Linjian Inventor after: Zhang Ning Inventor after: Wang Yasong Inventor after: Li Zhizhong Inventor after: Chu Cheng Inventor after: Wang Xiaolu Inventor before: Ma Linjian Inventor before: Zhang Ning Inventor before: Wang Yasong Inventor before: Li Zhizhong Inventor before: Han Zhiguo Inventor before: Chu Cheng Inventor before: Wang Xiaolu |
|
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 210000 post Camp Road, Qinhuai District, Nanjing, Jiangsu Province, No. 88 Patentee after: ARMY ENGINEERING University OF THE PEOPLE'S LIBERATION ARMY OF CHINA Address before: 210000 post Camp Road, Qinhuai District, Nanjing, Jiangsu Province, No. 88 Patentee before: PLA University OF SCIENCE AND TECHNOLOGY |