CN208505715U - A kind of standard cylindrical specimen composable mold with different angle interlayer - Google Patents
A kind of standard cylindrical specimen composable mold with different angle interlayer Download PDFInfo
- Publication number
- CN208505715U CN208505715U CN201820844669.2U CN201820844669U CN208505715U CN 208505715 U CN208505715 U CN 208505715U CN 201820844669 U CN201820844669 U CN 201820844669U CN 208505715 U CN208505715 U CN 208505715U
- Authority
- CN
- China
- Prior art keywords
- inclination
- annular
- annular inclination
- mould
- lower die
- 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.)
- Expired - Fee Related
Links
- 239000011229 interlayer Substances 0.000 title claims abstract description 20
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 15
- 238000009434 installation Methods 0.000 claims abstract description 4
- 239000010410 layer Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 8
- 238000012360 testing method Methods 0.000 abstract description 4
- 238000003754 machining Methods 0.000 abstract 1
- 239000000463 material Substances 0.000 description 12
- 239000011435 rock Substances 0.000 description 11
- 238000010586 diagram Methods 0.000 description 4
- 238000003325 tomography Methods 0.000 description 2
- 238000003776 cleavage reaction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000003208 petroleum Substances 0.000 description 1
- 238000013439 planning Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 230000007017 scission Effects 0.000 description 1
- 238000004088 simulation Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 238000013517 stratification Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Sampling And Sample Adjustment (AREA)
Abstract
The utility model discloses a kind of standard cylindrical specimen composable mold with different angle interlayer, including annular inclination upper mold, annular inclination mould, annular inclination lower die, pedestal, cushion block.Annular inclination upper mold, annular inclination mould and annular inclination lower die are sequentially connected installation from top to bottom, pass through mutual boss and groove location fit；Cushion block is coupled with boss structure with pedestal circular shape shape aperture, and overall thickness is identical as base thickness.The purpose of the utility model is to provide a kind of for making the composable mold for having different angle inclination interlayer standard cylindrical specimen, and structure is simple, easy to process, it is convenient for disassembly and assembly, the inclination interlayer test specimen containing different angle and depth can be processed, interlayer accurate positioning is tilted, it is high in machining efficiency.
Description
Technical field
The utility model relates to a kind of molds, and in particular to a kind of standard cylindrical specimen combination with different angle interlayer
Mold.
Background technique
Rock mass is to experienced very long geological epoch, lives through the geologic body of various geologic processes.Inside maintains various
The geological structure person's movements and expression of various kinds, there is also various geological interfaces, such as unconformity, fold, tomography, stratification, piece reason, section
Reason and cleavage etc., referred to as structural plane.In general, structural plane is the Weak face in rock mass, and due to its presence, rock mass is shown
The rock block of discontinuity, inhomogeneities and anisotropy, stress and deformation ratio without significant plane of weakness is increasingly complex.
With the cavity engineering of the industries such as China's water conservancy, mining, traffic, petroleum towards high buried depth, large span, over long distances become
Gesture development, miscellaneous underground chamber inevitably encounter various structural planes, such as weak intercalated layer, tomography, split
Gap group etc..
In geotechnical engineering field, the jointed rockmass containing inclination is to carry out project planning, design, construction and final-period management process
In must the key factor that considers of emphasis, since more difficult obtain has the test specimen of desired inclination interlayer in true rock, so logical
The mechanical property for crossing the technique study inclination interlayer rock of physical model simulation becomes important method.
Utility model content
Different angle inclination interlayer standard cylindrical specimen is had for making the purpose of the utility model is to provide a kind of
Composable mold, structure is simple, easy to process, convenient for disassembly and assembly, can make the standard cylinder examination of the interlayer containing differing tilt angles
Part, tilts interlayer accurate positioning, and producing efficiency is high.
In order to achieve the above object, the utility model has following technical solution:
A kind of standard cylindrical specimen composable mold with different angle interlayer, including annular inclination upper mold, annular inclination
Mould and annular inclination lower die, the annular inclination upper mold, annular inclination mould and annular inclination lower die are sequentially connected peace from top to bottom
Dress, passes through mutual boss and groove location fit；It further include pedestal and cushion block, the pedestal is a square shaped thick plate, in
Between be provided with circular through hole, and have annular groove, the boss of groove and inclination lower layer cooperates, and the cushion block is a circular sheet and band
There is boss structure to be coupled with pedestal circular shape shape aperture, overall thickness is identical as base thickness.
Wherein, the annular inclination upper mold, annular inclination mould and annular inclination lower die, are ring structure, 1 annular is inclined
Oblique upper mold, 1 annular inclination lower die and 3 annular inclination moulds are one group, annular inclination upper mold lower end surface, annular inclination mould upper end
Face and lower end surface, annular inclination lower die upper surface are inclination edged surface, are divided into 4 groups according to inclination angle difference, respectively correspond 0 degree, 30
Degree, 45 degree, 60 degree of inclination angles, and annular inclination upper mold lower end surface has boss and the groove of annular inclination mould upper surface to cooperate, annular
The boss and annular for tilting mould lower end surface tilt mould upper surface or the groove of annular inclination lower die cooperates, and form cylinder from top to bottom
Shape mold is whole.
Due to taking above technical scheme, utility model has the advantages that
1. the standard cylindrical specimen of the interlayer containing inclination is obtained with by shirtsleeve operation, in rock-soil mechanics experiment
The physico-mechanical properties of research inclination interlayer rock.
2. the analog material test specimen containing differing tilt angles and thickness interlayer can be obtained, angle, thickness control are accurate.
3. convenient for disassembly and assembly, molding is fast, high-efficient.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is that 4 kinds of different angle annulars tilt mould schematic diagram；
Fig. 3 is that 45 degree of square ring shapes tilt upper mold schematic diagram；
Fig. 4 is that 45 degree of square ring shapes tilt lower die schematic diagram.
In figure: 1. annular inclination upper mold, 2. annular inclination mould, 3. annular inclination 4. pedestal of lower die, 5. cushion block
Specific embodiment
Implement below for illustrating the utility model, but is not intended to limit the scope of the present invention.
Referring to Fig. 1-4, the utility model, including annular inclination upper mold (1), annular inclination mould (2) and annular inclination lower die
(3), it is ring structure, totally 4 groups, respectively corresponds 0 degree, 30 degree, 45 degree, 60 degree of inclination angles, every group comprising in 1 annular inclination
Mould (1), 1 annular inclination lower die (3) and 3 annular inclinations mould (2), pass through mutual boss and groove location fit；
Further include pedestal (4) and cushion block (5), be provided with circular through hole among pedestal (4), and have annular groove, under groove and annular inclination
The boss of mould (3) cooperates, and cushion block (5) cooperates with boss structure and pedestal (4) aperture.
The utility model assembling is using steps are as follows:
1. cushion block is filled in holes on base and is placed on horizontal plane, annular groove is face-up.
2. choosing one group of annular inclination upper mold, annular inclination mould and annular inclination lower die, and annular inclination lower die is passed through
Boss groove is coupled on pedestal.
3. the first rocks analog material stirred evenly is poured into annular inclination lower die, analog material in mold is smoothed out
Surface keeps analog material surface parallel with annular inclination lower die inclined-plane.
4. loading the second rocks analog material on installation one annular inclination mould to annular inclination lower die, equally making phase
It is parallel with annular inclination mould inclined-plane like material surface, then next annular inclination mould is installed, load similar material with same procedure
Material controls the thickness of interlayer by loading similar and different analog material, and finally installation annular inclination upper mold, loads the first kind
Rock analog material, and be compacted.
5. taking out the rock analog material test specimen of the interlayer containing inclination after analog material solidification.
Obviously, the above embodiments of the present invention is merely examples for clearly illustrating the present invention, and simultaneously
Non- is limitations of the embodiments of the present invention.For those of ordinary skill in the art, above explained
On the basis of can also make other variations or changes in different ways.Here all embodiments can not be exhaustive.It is all
It is the guarantor for belonging to obvious changes or variations that the technical solution of the utility model is extended out still in the utility model
Protect the column of range.
Claims (2)
1. a kind of standard cylindrical specimen composable mold with different angle interlayer, it is characterised in that: including annular inclination upper mold,
Annular inclination mould and annular inclination lower die, it is described annular inclination upper mold, annular inclination mould and annular inclination lower die from top to bottom according to
Secondary connection installation, passes through mutual boss and groove location fit；It further include pedestal and cushion block, the pedestal is one rectangular
Slab, centre is provided with circular through hole, and has annular groove, and the boss of groove and inclination lower layer cooperates, and the cushion block is one round
Thin plate is simultaneously coupled with boss structure with pedestal circular shape shape aperture, and overall thickness is identical as base thickness.
2. a kind of standard cylindrical specimen composable mold with different angle interlayer as described in claim 1, it is characterised in that: institute
Annular inclination upper mold, annular inclination mould and annular inclination lower die are stated, is ring structure, 1 annular inclination upper mold, 1 annular
Tilting lower die and 3 annular inclination moulds is one group, annular inclination upper mold lower end surface, annular inclination mould upper surface and lower end surface, ring
It is inclination edged surface that shape, which tilts lower die upper surface, is divided into 4 groups according to inclination angle difference, respectively corresponds 0 degree, 30 degree, 45 degree, 60 degree and incline
Angle, and annular inclination upper mold lower end surface has boss and the groove of annular inclination mould upper surface to cooperate, annular inclination mould lower end surface
The groove of boss and annular inclination mould upper surface or annular inclination lower die cooperates, and it is whole to form cylindrical die from top to bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820844669.2U CN208505715U (en) | 2018-06-01 | 2018-06-01 | A kind of standard cylindrical specimen composable mold with different angle interlayer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820844669.2U CN208505715U (en) | 2018-06-01 | 2018-06-01 | A kind of standard cylindrical specimen composable mold with different angle interlayer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208505715U true CN208505715U (en) | 2019-02-15 |
Family
ID=65287379
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820844669.2U Expired - Fee Related CN208505715U (en) | 2018-06-01 | 2018-06-01 | A kind of standard cylindrical specimen composable mold with different angle interlayer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208505715U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110057639A (en) * | 2019-04-29 | 2019-07-26 | 河海大学 | A kind of sampling die and its method for making sample for simulating the rock mass of inter-laminar dislocation band containing multilayer |
| CN114459855A (en) * | 2022-01-26 | 2022-05-10 | 中国电建集团华东勘测设计研究院有限公司 | Sample preparation mold and sample preparation method for complex rock mass structure containing multilayer interlayer dislocation zone and columnar joint |
-
2018
- 2018-06-01 CN CN201820844669.2U patent/CN208505715U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110057639A (en) * | 2019-04-29 | 2019-07-26 | 河海大学 | A kind of sampling die and its method for making sample for simulating the rock mass of inter-laminar dislocation band containing multilayer |
| CN110057639B (en) * | 2019-04-29 | 2021-07-27 | 河海大学 | Sample preparation mold for simulating rock mass with multilayer interlayer dislocation zone and sample preparation method thereof |
| CN114459855A (en) * | 2022-01-26 | 2022-05-10 | 中国电建集团华东勘测设计研究院有限公司 | Sample preparation mold and sample preparation method for complex rock mass structure containing multilayer interlayer dislocation zone and columnar joint |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208505715U (en) | A kind of standard cylindrical specimen composable mold with different angle interlayer | |
| CN206906122U (en) | A kind of rock sample of adjustable contact surface angle makes mould | |
| CN102289980B (en) | Method for preparing preset cracks in hydrofracture simulation specimen | |
| CN110057639B (en) | Sample preparation mold for simulating rock mass with multilayer interlayer dislocation zone and sample preparation method thereof | |
| CN103915030B (en) | The underground works driving model test apparatus of the scalable function of a kind of tool | |
| CN105626027A (en) | Coal and rock directional well sand fracturing physical simulation method | |
| CN104990758A (en) | Production method of artificial cores having different stratification angles | |
| CN111540265A (en) | Multifunctional stratum structure model test system and test method | |
| CN106769753B (en) | The trace structure column joint samples preparation method containing chisel for seepage tests | |
| CN110318743A (en) | Thin interbed shale oil reservoir fracturing simulation experiment method and device | |
| CN106338440B (en) | The true and false three axis material properties of rock test device of one kind and its method | |
| CN110967237A (en) | Concrete test piece with three-dimensional built-in cracks and manufacturing method thereof | |
| CN108897067B (en) | Physical simulation analysis method for Bohai Bay basin cause mechanism | |
| CN105952445B (en) | A kind of boring test method under large ground pressure based on mathematical model | |
| CN113049449A (en) | Inorganic grouting material diffusion test device and method based on transparent rock mass | |
| CN101343998B (en) | High-temperature magnet of nuclear magnetic resonance logging instrument and preparation method thereof | |
| CN104404940B (en) | A kind of Deep Soil Layers high pressure waterproof self-stabilising load test device | |
| CN201331481Y (en) | Concrete test block molding mold for concrete electric flux measurement | |
| CN103410072A (en) | Construction method of annular proving road three-dimensional cambered surface using foam light-weight soil | |
| CN204370398U (en) | A kind of Deep Soil Layers high pressure waterproof self-stabilising load test device | |
| CN107167355B (en) | Lining support die suitable for indoor tunnel model test | |
| CN205369653U (en) | Non -sand grouts piece based on energy dissipation shock attenuation | |
| CN105842125A (en) | Fracture simulation adjusting mechanism of grouting expansion testing device | |
| CN201983989U (en) | Large freely combined roof truss-type high ground stress underground engineering model test device | |
| CN102444410B (en) | Method for positioning and forming hidden and buried grotto in geomechanical model test |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190215 Termination date: 20190601 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |