CN205080105U - Indoor simulation concrete slip casting device - Google Patents
Indoor simulation concrete slip casting device Download PDFInfo
- Publication number
- CN205080105U CN205080105U CN201520706550.5U CN201520706550U CN205080105U CN 205080105 U CN205080105 U CN 205080105U CN 201520706550 U CN201520706550 U CN 201520706550U CN 205080105 U CN205080105 U CN 205080105U
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- slip casting
- simulation
- scale
- bucket
- casting device
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- Expired - Fee Related
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- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
The utility model provides an indoor simulation concrete slip casting device, this indoor simulation concrete slip casting device of has a cylindric thick liquids bucket, and the material is organic glass, and has the scale, simulation slip casting bucket size is 150 200cm of phi, and its inside being equipped with rather than the complex increased pressure board is equipped with a scale of taking the scale on, upper portion the edge at simulation slip casting bucket is equipped with an overflow pipe, and the overflow pipe is connected with cylindric feed back bucket, this indoor simulation concrete slip casting device convenient to use is swift, prevents the corrosion, and the test piece that obtains can keep the uniformity, and the slip casting in -process can also be measured the slip casting volume.
Description
Technical field
The utility model relates to a kind of grouting device, especially lab simulation concrete grouting device.
Background technology
A kind of important method that slurry injection technique is administered as modern Geotechnical Engineering, have a wide range of applications in fields such as mine construction, water conservancy and hydropower, Tunnel Engineering, subway engineerings, in civil engineering work antiseepage, leak stopping, reinforcement, reinforcing etc., also play considerable effect.The difference of geological condition in Practical Project is also different to the requirement of slurry injection technique.The slurry injection technique research of China is started late, and along with the development of China's Geotechnical Engineering, the engineering geological problems of meeting also becomes increasingly complex, and causes slurry injection technique to lag behind engineering practice for a long time.Therefore, needs slurry injection technique research being met to Practical Project are necessary.
To the research method the most effectively simulation laboratory test of slurry injection technique, can be observed the overall process of slip casting by simulation laboratory test, can also intuitively arrive the distribution of slurry simultaneously, thus observe slurries by the operative condition noted in medium to judge slip casting effect.In addition, grouting parameter, geologic condition and hydrologic factor under all right Simulation of Complex condition of simulating lab test.Indoor concrete slurry filling imitation device size material common now still can carry out improving to reach better test effect.
Summary of the invention
The test specimen obtained to overcome current indoor simulation concrete grouting device can not keep consistency and the problem that cannot measure grouting amount of slip casting process, the utility model provides a kind of lab simulation concrete grouting device, this grouting device is convenient to use, prevent corrosion, the test specimen obtained can keep consistency, and can also measure in slip casting process to grouting amount.
The utility model solves the technical scheme that its technical matters adopts: this lab simulation concrete grouting device comprises: size barrel, scale, increased pressure board, run-down pipe, simulation slip casting bucket, feed back bucket, tensimeter, high-pressure injection pump; This grouting device has a cylindric size barrel, for storing slurry; Size barrel is connected with cylindric simulation slip casting bucket by grouting pipe, and connect on their grouting pipe and be provided with high-pressure injection pump and tensimeter, slurry can be extracted into simulate slip casting bucket from size barrel and carry out slip casting by high-pressure injection pump; Be provided with the increased pressure board be mated in simulation slip casting bucket, increased pressure board top is provided with a scale with a scale, is used to indicate the grouting pressure that increased pressure board applies, makes it closer to the pressure condition of reality; Be provided with a run-down pipe at the top edge position of simulation slip casting bucket, run-down pipe is connected with feed back bucket.
Described size barrel material is organic glass, and with scale, can prevent corrosion and can measure grouting amount in slip casting process.
Described simulation slip casting bucket is of a size of Φ 150 × 200cm, can obtain the test specimen of the Φ 50 × 100cm of at least 5 standards, can keep the consistance of test specimen, can also reduce workload by boring core.
The beneficial effects of the utility model are: this lab simulation concrete grouting device is convenient to use, and prevent corrosion, the test specimen obtained can keep consistency, and can also measure in slip casting process to grouting amount.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is the structural representation of lab simulation concrete grouting device.
In figure, 1. size barrel, 2. scale, 3. increased pressure board, 4. run-down pipe, 5. simulate slip casting bucket, 6. feed back bucket, 7. tensimeter, 8. high-pressure injection pump.
Embodiment
In Fig. 1, lab simulation concrete grouting device, comprising: size barrel 1, scale 2, increased pressure board 3, run-down pipe 4, simulation slip casting bucket 5, feed back bucket 6, tensimeter 7, high-pressure injection pump 8; This lab simulation concrete grouting device has a cylindric size barrel 1, for storing slurry; Size barrel 1 is connected with cylindric simulation slip casting bucket 5 by grouting pipe, and connect on their grouting pipe and be provided with high-pressure injection pump 8 and tensimeter 7, slurry can be extracted into simulation slip casting bucket 5 from size barrel 1 and carry out slip casting by high-pressure injection pump 8; Be provided with the increased pressure board 3 be mated in simulation slip casting bucket 5, increased pressure board 3 top is provided with a scale 2 with a scale, is used to indicate the grouting pressure that increased pressure board 3 applies, makes it closer to the pressure condition of reality; Be provided with a run-down pipe 4 at the top edge position of simulation slip casting bucket 5, run-down pipe 4 is connected with feed back bucket 6.
Described size barrel 1 material is organic glass, and with scale, can prevent corrosion and can measure grouting amount in slip casting process.
Described simulation slip casting bucket 5 is of a size of Φ 150 × 200cm, can obtain the test specimen of the Φ 50 × 100cm of at least 5 standards, can keep the consistance of test specimen, can also reduce workload by boring core.
Claims (3)
1. lab simulation concrete grouting device, comprising: size barrel (1), scale (2), increased pressure board (3), simulation slip casting bucket (5); It is characterized in that: this lab simulation concrete grouting device has a size barrel (1), size barrel (1) is connected with simulation slip casting bucket (5) by grouting pipe, and simulation slip casting bucket (5) is of a size of Φ 150 × 200cm.
2. lab simulation concrete grouting device according to claim 1, is characterized in that: simulation slip casting bucket (5) inside is provided with the increased pressure board (3) be mated, and increased pressure board (3) top is provided with a scale (2) with a scale.
3. lab simulation concrete grouting device according to claim 1, is characterized in that: size barrel (1) material is organic glass, and with scale.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520706550.5U CN205080105U (en) | 2015-09-14 | 2015-09-14 | Indoor simulation concrete slip casting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520706550.5U CN205080105U (en) | 2015-09-14 | 2015-09-14 | Indoor simulation concrete slip casting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205080105U true CN205080105U (en) | 2016-03-09 |
Family
ID=55432505
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520706550.5U Expired - Fee Related CN205080105U (en) | 2015-09-14 | 2015-09-14 | Indoor simulation concrete slip casting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205080105U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106645582A (en) * | 2016-12-29 | 2017-05-10 | 中国人民解放军63926部队 | Test apparatus for simulating stratum uplift in grouting process and test method of test apparatus |
-
2015
- 2015-09-14 CN CN201520706550.5U patent/CN205080105U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106645582A (en) * | 2016-12-29 | 2017-05-10 | 中国人民解放军63926部队 | Test apparatus for simulating stratum uplift in grouting process and test method of test apparatus |
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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: 20160309 Termination date: 20160914 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |