CN204422304U - A kind of mould making the compound rock stratum test specimen of different angle and spacing - Google Patents
A kind of mould making the compound rock stratum test specimen of different angle and spacing Download PDFInfo
- Publication number
- CN204422304U CN204422304U CN201520114638.8U CN201520114638U CN204422304U CN 204422304 U CN204422304 U CN 204422304U CN 201520114638 U CN201520114638 U CN 201520114638U CN 204422304 U CN204422304 U CN 204422304U
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- China
- Prior art keywords
- coverboard
- rock stratum
- spacing
- test specimen
- different angle
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- Expired - Fee Related
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- 239000011435 rock Substances 0.000 title claims abstract description 35
- 238000012360 testing method Methods 0.000 title claims abstract description 33
- 150000001875 compounds Chemical class 0.000 title claims abstract description 25
- 239000011521 glass Substances 0.000 claims abstract description 16
- 208000037656 Respiratory Sounds Diseases 0.000 abstract description 4
- 239000004575 stone Substances 0.000 description 6
- 238000002474 experimental method Methods 0.000 description 2
- 238000004513 sizing Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009533 lab test Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
A kind of mould making the compound rock stratum test specimen of different angle and spacing, a square base platform plate is arranged at the mould bottom that this kind makes the compound rock stratum test specimen of different angle and spacing, in the inside of base platform plate, eccentric vibrating motor is installed, coverboard before four limits all around of base platform plate upper surface are separately installed with, rear coverboard, left coverboard, right coverboard, at front coverboard, rear coverboard, left coverboard, the place correspondence of the close dual-side of right coverboard has screw fixed via, front coverboard, rear coverboard, left coverboard, right coverboard is fixed by screw, surround one week, at front coverboard, rear coverboard, left coverboard, the top of right coverboard is uniformly distributed fluted.The compound rock stratum mould of this making different angle and spacing, can according to testing requirements, select suitable organic glass plate, make the compound rock stratum mould of different angle and different spacing, can through the convenient crackle change observing test specimen of organic glass, structure is simple, easy to operate, has wide range of applications.
Description
Technical field
the utility model relates to a kind of mould making compound rock stratum test specimen, especially a kind of mould making the compound rock stratum test specimen of different angle and spacing.
Background technology
at present, due to the quickening of development of the West Regions, constantly building of vcehicular tunnel and diversion tunnel, because the complex geologic conditions in development of the West Regions area, often run into compound rock stratum, the mechanical characteristic thus understanding compound rock stratum just seems very important, because scene takes compound rock stratum difficulty large, expend height, so by laboratory experiment, use the analog material of rock, the compound rock stratum test specimen needed for obtained experiment, by series of experiments, the mechanical characteristic of understanding compound rock stratum that just can be detailed.But current rock stratum mould cannot make the compound rock stratum test specimen of different angle and different spacing, cannot meet testing requirements, thus provide a kind of mould making the compound rock stratum test specimen of different angle and spacing just very necessary.
Summary of the invention
in order to solve the problem that cannot make different angle and different spacing rock stratum test specimen at present, the utility model provides a kind of mould making the compound rock stratum test specimen of different angle and spacing, the mould of this compound rock stratum test specimen can obtain the rock stratum test specimen of different angle and different spacing according to testing requirements, can also the in test clear destructive process seeing bed plane, structure is simple, easy to use, be widely used.
the utility model solves the technical scheme that its technical matters adopts: a kind of mould making the compound rock stratum test specimen of different angle and spacing, comprising: front coverboard, left coverboard, rear coverboard, organic glass plate, right coverboard, screw, base platform plate, eccentric vibrating motor, a square base platform plate is arranged at the mould bottom that this kind makes the compound rock stratum test specimen of different angle and spacing, in the inside of base platform plate, eccentric vibrating motor is installed, vibration is produced during eccentric vibrating machine operation, concrete rock stratum test specimen is enable to combine closely, coverboard before four limits all around of base platform plate upper surface are separately installed with, rear coverboard, left coverboard, right coverboard, at front coverboard, rear coverboard, left coverboard, the place correspondence of the close dual-side of right coverboard has screw fixed via, front coverboard, rear coverboard, left coverboard, right coverboard is fixed by screw, surround one week, at front coverboard, rear coverboard, left coverboard, the top of right coverboard is uniformly distributed fluted, install corresponding with the protrusion limit of the organic glass plate separately established of groove is inserted, coincide and connect, form different angle, the rock stratum mould of different spacing.
during use, experimentally require Specimen Shape, select with protruding the organic glass plate hanging limit, and insert in the groove of front coverboard, rear coverboard, left coverboard, right coverboard, pour concrete stone slurry into, open eccentric vibrating motor, rammed concrete stone is starched, after sizing to be solidified, then front coverboard, rear coverboard, left coverboard, right coverboard is pulled down, namely organic glass plate is starched into concrete stone and is integrated, and can test, and can conveniently observe the changes such as the crackle of rock stratum test specimen through organic glass.
the beneficial effects of the utility model are: this kind makes the mould of the compound rock stratum test specimen of different angle and spacing, can according to testing requirements, select suitable organic glass plate, make the compound rock stratum mould of different angle and different spacing, can through the convenient crackle change observing test specimen of organic glass, structure is simple, easy to operate, has wide range of applications.
Accompanying drawing explanation
below in conjunction with drawings and Examples, the utility model is further illustrated.
fig. 1 is structural principle schematic diagram of the present utility model.
coverboard, 2. left coverboard before 1. in figure, coverboard, 4. organic glass plate, 5. right coverboard, 6. screw, 7. base platform plate, 8. eccentric vibrating motor 3..
Embodiment
make a mould for the compound rock stratum test specimen of different angle and spacing, coverboard before comprising 1., 2. left coverboard, coverboard, 4. organic glass plate, 5. right coverboard, 6. screw, 7. base platform plate, 8. eccentric vibrating motor 3., a square base platform plate 7 is arranged at the mould bottom that this kind makes the compound rock stratum test specimen of different angle and spacing, in the inside of base platform plate 7, eccentric vibrating motor 8 is installed, vibration is produced when eccentric vibrating motor 8 works, concrete rock stratum test specimen is enable to combine closely, coverboard 1 before four limits all around of base platform plate 7 upper surface are separately installed with, rear coverboard 3, left coverboard 2, right coverboard 5, at front coverboard 1, rear coverboard 3, left coverboard 2, the place correspondence of the close dual-side of right coverboard 5 has screw 6 fixed via, front coverboard 1, rear coverboard 3, left coverboard 2, right coverboard 5 is fixed by screw 6, surround one week, at front coverboard 1, rear coverboard 3, left coverboard 2, the top of right coverboard 5 is uniformly distributed fluted, install corresponding with the protrusion limit of the organic glass plate separately established of groove is inserted, coincide and connect, form different angle, the rock stratum mould of different spacing.
during use, experimentally require Specimen Shape, select with protruding the organic glass plate 4 hanging limit, and insert in the groove of front coverboard 1, rear coverboard 3, left coverboard 2, right coverboard 5, pour concrete stone slurry into, open eccentric vibrating motor 8, rammed concrete stone is starched, after sizing to be solidified, then front coverboard 1, rear coverboard 3, left coverboard 2, right coverboard 5 is pulled down, namely organic glass plate 4 is starched into concrete stone and is integrated, and can test, and can conveniently observe the changes such as the crackle of rock stratum test specimen through organic glass plate 4.
Claims (1)
1.
make a mould for the compound rock stratum test specimen of different angle and spacing, comprising: front coverboard (1), left coverboard (2), rear coverboard (3), organic glass plate (4), right coverboard (5), screw (6), base platform plate (7), eccentric vibrating motor (8), it is characterized in that: a square base platform plate (7) is arranged at this kind of mould bottom making the compound rock stratum test specimen of different angle and spacing, in the inside of base platform plate (7), eccentric vibrating motor (8) is installed, front coverboard (1) is separately installed with on four limits all around of base platform plate (7) upper surface, rear coverboard (3), left coverboard (2), right coverboard (5), in front coverboard (1), rear coverboard (3), left coverboard (2), the place correspondence of the close dual-side of right coverboard (5) has screw fixed via, front coverboard (1), rear coverboard (3), left coverboard (2), right coverboard (5) is fixed by screw (6), in front coverboard (1), rear coverboard (3), left coverboard (2), the top of right coverboard (5) is uniformly distributed fluted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520114638.8U CN204422304U (en) | 2015-02-25 | 2015-02-25 | A kind of mould making the compound rock stratum test specimen of different angle and spacing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520114638.8U CN204422304U (en) | 2015-02-25 | 2015-02-25 | A kind of mould making the compound rock stratum test specimen of different angle and spacing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204422304U true CN204422304U (en) | 2015-06-24 |
Family
ID=53472661
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520114638.8U Expired - Fee Related CN204422304U (en) | 2015-02-25 | 2015-02-25 | A kind of mould making the compound rock stratum test specimen of different angle and spacing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204422304U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105150360A (en) * | 2015-08-06 | 2015-12-16 | 王庆起 | Replaceable insertion plate die for static pressure brick machine |
| CN105372412A (en) * | 2015-11-22 | 2016-03-02 | 合肥工业大学 | Polymer grouting pavement remediation simulation test die and test piece moulding method |
| CN105424437A (en) * | 2015-11-20 | 2016-03-23 | 中国矿业大学 | Mould for manufacturing three-dimensional compound rock stratum circular tunnel and using method thereof |
| CN109085039A (en) * | 2018-09-20 | 2018-12-25 | 广西大学 | Prepare the device and preparation method of Ground Penetrating Radar contaminated soil detection simulation test soil sample |
| CN110261575A (en) * | 2019-05-24 | 2019-09-20 | 中国石油大学(北京) | For simulating the experimental rig and method of multilayer reason rock sample |
| CN111562166A (en) * | 2020-07-14 | 2020-08-21 | 中南大学 | Shale physical model sample considering bedding microstructure, preparation method and preparation device |
| CN113188864A (en) * | 2021-04-23 | 2021-07-30 | 贵州大学 | Cutting device for manufacturing fractured rock test piece and machining method |
-
2015
- 2015-02-25 CN CN201520114638.8U patent/CN204422304U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105150360A (en) * | 2015-08-06 | 2015-12-16 | 王庆起 | Replaceable insertion plate die for static pressure brick machine |
| CN105424437A (en) * | 2015-11-20 | 2016-03-23 | 中国矿业大学 | Mould for manufacturing three-dimensional compound rock stratum circular tunnel and using method thereof |
| WO2017084407A1 (en) * | 2015-11-20 | 2017-05-26 | 中国矿业大学 | Mold for manufacturing circular tunnel having three-dimensional composite rock stratum and use method thereof |
| CN105372412A (en) * | 2015-11-22 | 2016-03-02 | 合肥工业大学 | Polymer grouting pavement remediation simulation test die and test piece moulding method |
| CN105372412B (en) * | 2015-11-22 | 2017-08-25 | 合肥工业大学 | Repair simulated test mould and shaping method of specimen in high polymer grouting road surface |
| CN109085039A (en) * | 2018-09-20 | 2018-12-25 | 广西大学 | Prepare the device and preparation method of Ground Penetrating Radar contaminated soil detection simulation test soil sample |
| CN109085039B (en) * | 2018-09-20 | 2024-04-09 | 广西大学 | Device and method for preparing soil sample for ground penetrating radar polluted soil detection simulation test |
| CN110261575A (en) * | 2019-05-24 | 2019-09-20 | 中国石油大学(北京) | For simulating the experimental rig and method of multilayer reason rock sample |
| CN111562166A (en) * | 2020-07-14 | 2020-08-21 | 中南大学 | Shale physical model sample considering bedding microstructure, preparation method and preparation device |
| CN113188864A (en) * | 2021-04-23 | 2021-07-30 | 贵州大学 | Cutting device for manufacturing fractured rock test piece and machining method |
| CN113188864B (en) * | 2021-04-23 | 2022-05-24 | 贵州大学 | Cutting device for manufacturing fractured rock test piece and machining method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150624 Termination date: 20160225 |
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| CF01 | Termination of patent right due to non-payment of annual fee |