CN1317548C - Soil sample prover tank device - Google Patents
Soil sample prover tank device Download PDFInfo
- Publication number
- CN1317548C CN1317548C CNB2004100236379A CN200410023637A CN1317548C CN 1317548 C CN1317548 C CN 1317548C CN B2004100236379 A CNB2004100236379 A CN B2004100236379A CN 200410023637 A CN200410023637 A CN 200410023637A CN 1317548 C CN1317548 C CN 1317548C
- Authority
- CN
- China
- Prior art keywords
- tank body
- top board
- soil sample
- test
- holder model
- 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
Images
Landscapes
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
- Sampling And Sample Adjustment (AREA)
Abstract
The present invention relates to an indoor in situ simulation testing device in the exploration of geotechnical engineering, namely a soil sample calibration tank device which comprises a static sounding device, a tank cover, a top plate, a sealing gasket in the top plate, a tank body, a sample holding plate, a displacement sensor, a bottom pressurizing device, a water inlet and outlet pipe, a bottom plate, air inlets in the periphery of the tank body and a pressure gauge for testing, wherein the sample holding plate, the displacement sensor, the bottom pressurizing device, the water inlet and outlet pipe and the bottom plate are arranged below the tank body; a rubber membrane for bearing confining pressure and a sheath are arranged in the tank body. The present invention is characterized in that annular and/or cross-shaped grooves are formed on the sample holding plate and the top plate; considering that the present invention can also measure the border effect of soil samples, a plurality of test holes are formed at 1/2 to 2/3 part of the external radius of the original center test hole in the top plate; the pressurizing device is further designed into a squarish pressure bag with larger stress area. The device of the present invention has the advantages of simple structure, convenient operation and little effect on test results.
Description
Technical field
The present invention relates to a kind of indoor in situ simulating test device one soil sample tank prover device.
Background technology
The effect of soil sample tank prover device is the in-situ stress state of simulate formation soil layer, for the decipher of static sounding in-situ test achievement provides the shop experiment evidence.The use of existing tank prover device proves the of great value instrument of this experimental evidence of a kind of research, but the holder model and the top board of existing tank prover device all are planar structures, cause impeded drainage in process of the test easily, influence test findings; Its bottom pressue device uses three independently pressure bags or use hydraulic piston or hydraulic jacks in addition, causes the inhomogeneous or poorly sealed problem such as close of exerting pressure easily, and complicated operation.
Summary of the invention
The objective of the invention is in order to overcome the deficiency of above-mentioned prior art, provide a kind of little, the simple in structure novel soil sample tank prover device of test result influence.
The present invention is that the design to holder model, top board and bottom pressue device improves on the basis of prior art.Therefore the present invention includes the static sounding device, cover, top board, tank body, holder model and base plate, the static sounding device is arranged at the top center place of cover, the top of tank body is top board, the top of top board is cover, be provided with sealing gasket between top board and the cover, the central authorities of top board are provided with the center test hole, the below of tank body is a base plate, the top of base plate is provided with pressue device and holder model successively, the periphery of tank body is provided with air admission hole and test pressure table, the inside of tank body is provided with rubber membrane and the sheath that bears confined pressure, displacement transducer is connected with the holder model by base plate, the center drilling of holder model taps into drainpipe, it is characterized in that all being provided with on above-mentioned holder model and the top board annular and/or criss-cross groove; Consider that the present invention can also measure the boundary effect of soil sample, be provided with a plurality of test holes in 1/2～2/3 radius that has top board; Further pressue device is designed to a similar square pressure bag that lifting surface area is bigger.
Description of drawings
Fig. 1 is a general structure synoptic diagram of the present invention.
Fig. 2 pressure bag structural representation.
Fig. 3 holder model structural representation.
Fig. 4 top board structure synoptic diagram.
Wherein, 1. base plate 2. steel rings 3. pressue devices 4. hold in the palm models 5. pressure chambers 6. air admission holes, 7. sheaths, 8. tank bodies, 9. rubber membranes, 10. top boards, 11. covers, 12. sealing gaskets, 13. tensimeters, 14. displacement transducers, 15. static sounding devices, 16. grooves, 17. geotextile, 18. test holes, 19. intake-discharge pipes
Embodiment
As shown in Figure 1, the present invention has static sounding device 15, cover 11, top board 10, and the holder model 4 of sealing gasket 12 therebetween, tank body 8, tank body below, displacement transducer 14 and bottom pressue device 3 and intake-discharge pipe 19 and base plate 1; The air admission hole 6 of tank body 8 peripheries and test pressure table 13; Rubber membrane 9 and sheath 7 that the confined pressure of bearing is arranged in the tank body 8.It is characterized in that all being provided with on above-mentioned holder model 4 and the top board 10 annular and/or criss-cross groove 16; As Fig. 3, Fig. 4.As another embodiment, have a plurality of test holes in 1/2～2/3 radius that has top board, as three test holes 18 are arranged among Fig. 4, other two hole can be used as the passage of draining when wherein did experiment in a hole in the process of the test.The pressue device 3 of above-mentioned vertical direction is a similar square rubber pressure bag that lifting surface area is bigger.As Fig. 2, A is an admission piece, and this pressure bag is made of the thick rubber of 4mm usually; Sideway movement when inflating for limiting it, inside and outside pressure bag, be provided with square steel ring 2, not only make it that motion on vertical can only take place, and because square pressure bag lifting surface area is big, bigger pressure can be born, the free boundary condition of sample bottom can be kept again.
Above-mentioned top board 10 as top blind flange becomes the circular slab that has annular and/or cross groove on the face with bottom holder model 4 specialized designs, holder model 4 center drillings of bottom tap into drainpipe 19, for soil sample in the warranty test process is not exposed by center drilling, but upper berth one deck geotextile 17 also, guaranteed further that technically draining is evenly unobstructed, prevented partial occlusion.
Claims (5)
1. soil sample tank prover device, include static sounding device (15), cover (11), top board (10), tank body (8), holder model (4) and base plate (1), static sounding device (15) is arranged at the top center place of cover (11), the top of tank body (8) is top board (10), the top of top board (10) is cover (11), be provided with sealing gasket (12) between top board (10) and the cover (11), the central authorities of top board (10) are provided with the center test hole, the below of tank body (8) is base plate (1), the top of base plate (1) is provided with pressue device (3) and holder model (4) successively, the periphery of tank body (8) is provided with air admission hole (6) and test pressure table (13), the inside of tank body (8) is provided with rubber membrane (9) and the sheath (7) that bears confined pressure, displacement transducer (14) is connected with holder model (4) by base plate (1), the center drilling of holder model (4) taps into drainpipe (19), it is characterized in that all being provided with on above-mentioned holder model (4) and the top board (10) annular or criss-cross groove (16).
2. soil sample tank prover device as claimed in claim 1 is characterized in that 1/2～2/3 radius of top board (10) is provided with a plurality of test holes (18).
3. soil sample tank prover device as claimed in claim 1 or 2 is characterized in that above-mentioned pressue device (3) is a square pressure bag.
4. soil sample tank prover device as claimed in claim 3 is characterized in that being provided with steel ring (2) inside and outside the pressure bag of above-mentioned pressue device (3).
5. soil sample tank prover device as claimed in claim 1 or 2 is characterized in that bottom holder model (4) upper berth one deck geotextile (17).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2004100236379A CN1317548C (en) | 2004-02-29 | 2004-02-29 | Soil sample prover tank device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2004100236379A CN1317548C (en) | 2004-02-29 | 2004-02-29 | Soil sample prover tank device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1560589A CN1560589A (en) | 2005-01-05 |
| CN1317548C true CN1317548C (en) | 2007-05-23 |
Family
ID=34441092
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2004100236379A Expired - Fee Related CN1317548C (en) | 2004-02-29 | 2004-02-29 | Soil sample prover tank device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1317548C (en) |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CZ302970B6 (en) * | 2009-11-12 | 2012-01-25 | Vysoké ucení technické v Brne | Frame with loading high-pressure bags |
| CN103175949B (en) * | 2013-03-15 | 2014-11-05 | 中国电建集团中南勘测设计研究院有限公司 | Device and method for directly testing coarse-grained soil rubber membrane penetration on volume change |
| CN104697838B (en) * | 2015-03-27 | 2017-09-05 | 河南理工大学 | A kind of coal sample water filling device of laboratory simulation colliery scene high pressure water injection |
| CN108931449A (en) * | 2018-04-09 | 2018-12-04 | 中国地震局工程力学研究所 | A kind of variable energy dynamic sounding method using tank prover |
| CN108732045A (en) * | 2018-04-09 | 2018-11-02 | 中国地震局工程力学研究所 | A kind of calibration can system based on variable energy dynamic sounding |
| CN112942292A (en) * | 2021-02-03 | 2021-06-11 | 中国海洋大学 | Small-volume calibration tank for seabed soil static sounding test |
| CN114217045A (en) * | 2021-11-25 | 2022-03-22 | 东南大学 | Seismic wave static sounding calibration tank system and using method thereof |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3743416A1 (en) * | 1987-12-21 | 1989-06-29 | Fritzmeier Ag | Method and device for taking soil samples |
| DE3803352A1 (en) * | 1988-02-05 | 1989-08-17 | Kessler & Luch Gmbh | Slot probe |
| CN2060546U (en) * | 1990-01-16 | 1990-08-15 | 辽宁进出口商品检验局 | Semi-automatic sampler for liquid petrochemical products |
| CN2214667Y (en) * | 1994-10-12 | 1995-12-06 | 中国科学院水利部西北水土保持研究所 | Drill bit of underground biomass sampling hand drill |
| US5606139A (en) * | 1995-05-02 | 1997-02-25 | Kejr Engineering, Inc. | Soil sample probe with retaining ring for holding core-catching structure within the probe |
| CN2258612Y (en) * | 1996-01-22 | 1997-07-30 | 宝山钢铁(集团)公司 | Automatically quantitative sampler for ore |
| CN2315153Y (en) * | 1998-02-13 | 1999-04-21 | 唐正华 | Draining pipe joint for washing basin |
| CN2597979Y (en) * | 2003-01-02 | 2004-01-07 | 王子平 | Ring inserted fastening type soil sample tube |
-
2004
- 2004-02-29 CN CNB2004100236379A patent/CN1317548C/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3743416A1 (en) * | 1987-12-21 | 1989-06-29 | Fritzmeier Ag | Method and device for taking soil samples |
| DE3803352A1 (en) * | 1988-02-05 | 1989-08-17 | Kessler & Luch Gmbh | Slot probe |
| CN2060546U (en) * | 1990-01-16 | 1990-08-15 | 辽宁进出口商品检验局 | Semi-automatic sampler for liquid petrochemical products |
| CN2214667Y (en) * | 1994-10-12 | 1995-12-06 | 中国科学院水利部西北水土保持研究所 | Drill bit of underground biomass sampling hand drill |
| US5606139A (en) * | 1995-05-02 | 1997-02-25 | Kejr Engineering, Inc. | Soil sample probe with retaining ring for holding core-catching structure within the probe |
| CN2258612Y (en) * | 1996-01-22 | 1997-07-30 | 宝山钢铁(集团)公司 | Automatically quantitative sampler for ore |
| CN2315153Y (en) * | 1998-02-13 | 1999-04-21 | 唐正华 | Draining pipe joint for washing basin |
| CN2597979Y (en) * | 2003-01-02 | 2004-01-07 | 王子平 | Ring inserted fastening type soil sample tube |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1560589A (en) | 2005-01-05 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN1317548C (en) | Soil sample prover tank device | |
| CN106370580B (en) | Quick penetration test device suitable for low-permeability medium | |
| US20190128792A1 (en) | Horizontal soil permeability testing device | |
| CN101718659B (en) | Device and method for testing coefficient of static earth pressure | |
| CN104880396A (en) | Soil body two-direction seepage model device under external load action and testing method | |
| CN206161486U (en) | Quick permeability test device suitable for low permeability medium | |
| CN102645395A (en) | Diaphragm wall permeability tester | |
| CN2715153Y (en) | Soil sample calibration tank apparatus | |
| CN103926183A (en) | Testing method and device for water passing amount under normal pressure | |
| CN102967695B (en) | Soil body water saturation-drainage circulation compression test method and device | |
| CN204882545U (en) | In same direction as layer rock matter side slope testing system that slides | |
| CN113640210B (en) | Device for testing deformation capacity of geomembrane impermeable structure adapted to dam body or dam foundation | |
| JP2001349813A (en) | Water cutoff structure for testing water permeation, effective stress, hydraulic fracturing or the like in lock bed tester | |
| CN1749624A (en) | The analogy method of submarine pipeline foundation suspension induced by permeation deformation and device | |
| CN106404524A (en) | Device and method for recognizing horizontal radial deformation of static triaxial test soil sample | |
| CN204614346U (en) | Seabed hydro carbons seepage simulating experimental device | |
| CN112781976A (en) | Large-scale triaxial test instrument of coarse-grained soil with seepage pressure control | |
| CN113216286A (en) | Model test device for penetration of multi-barrel foundation and using method thereof | |
| CN111693437A (en) | Coarse-grained calcareous sand vertical seepage model box and test method thereof | |
| CN217605591U (en) | Simulation device for broken stone reverse filter material clogging test | |
| CN207992203U (en) | A kind of experimental rig for simulating the rectangle head boundary effect soil body | |
| Knight et al. | Measurement of geotextile-water characteristic curves using a controlled outflow capillary pressure cell | |
| CN214251933U (en) | Two-dimensional plane seepage test device considering water and soil coupling flow | |
| CN205246649U (en) | Karst analogue means that sinks | |
| CN211741267U (en) | Hull-Shore sheet testing apparatus with adjustable plate spacing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |