CN2715153Y - Soil sample calibration tank apparatus - Google Patents

Soil sample calibration tank apparatus Download PDF

Info

Publication number
CN2715153Y
CN2715153Y CN 200420038853 CN200420038853U CN2715153Y CN 2715153 Y CN2715153 Y CN 2715153Y CN 200420038853 CN200420038853 CN 200420038853 CN 200420038853 U CN200420038853 U CN 200420038853U CN 2715153 Y CN2715153 Y CN 2715153Y
Authority
CN
China
Prior art keywords
model
soil sample
utility
tank body
tank
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
Application number
CN 200420038853
Other languages
Chinese (zh)
Inventor
李安龙
杨少丽
杨荣民
林霖
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Ocean University of China
Original Assignee
Ocean University of China
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Ocean University of China filed Critical Ocean University of China
Priority to CN 200420038853 priority Critical patent/CN2715153Y/en
Application granted granted Critical
Publication of CN2715153Y publication Critical patent/CN2715153Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Sampling And Sample Adjustment (AREA)

Abstract

The utility model relates to a soil sample calibration tank device which is an indoor home position simulated testing device for geotechnical engineering survey. The utility model comprises a static sounding device, a tank cover and a roof plate and a sealing pad, a thank body and a sample supporting plate under the tank body, which are arranged among the static sounding device, the tank cover and the roof plate, a displacement sensor, a bottom pressurizing device, a water inlet and expelling pipe, a bottom plate, air inlet holes on the periphery of the tank body and a testing pressure meter, wherein a rubber membrane and a sheath are arranged in the tank body for bearing ambient pressure. The utility model is characterized in that the sample supporting plate and the roof plate are both provided with annular and/or cross grooves, the one second to two third positions on the outer radius of a center testing hole of the existing roof plate are provided with a plurality of testing holes in consideration of the utility model can also detecting the edge effect of soil samples, and the pressurizing device is further designed into a similar square pressure bag with bigger stressed area. The utility model is simple structure, convenient operation and little influence on test results.

Description

Soil sample tank prover device
Technical field
The utility model relates to a kind of indoor in situ simulating test device-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 purpose of this utility model is in order to overcome the deficiency of above-mentioned prior art, to provide a kind of to little, the simple in structure novel soil sample tank prover device of test result influence.
The utility model is that the design to holder model, top board and bottom pressue device improves on the basis of prior art.Therefore the utility model has the holder model of static sounding device, cover, top board and sealing gasket therebetween, tank body, tank body below, displacement transducer and bottom pressue device and intake-discharge pipe and base plate; The air admission hole of tank body periphery and test pressure table; Rubber membrane and sheath that the confined pressure of bearing is arranged in the tank body 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 utility model can also measure the boundary effect of soil sample, a plurality of test holes are arranged at 1/2~2/3 place of existing top board center test hole external radius; Further pressue device is designed to a similar square pressure bag that lifting surface area is bigger.
Description of drawings
Fig. 1 is the utility model general structure synoptic diagram.
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 utility model 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 at 1/2~2/3 place of existing top board center test hole external radius, 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 12 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, the holder model (4) that static sounding device (15), cover (11), top board (10) and sealing gasket (12) therebetween, tank body (8), tank body below are arranged, displacement transducer (14) and bottom pressue device (3) and intake-discharge pipe (19) and base plate (1); The air admission hole (6) and the test pressure table (13) of tank body (8) periphery; 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).
2. soil sample tank prover device as claimed in claim 1 is characterized in that there are a plurality of test holes (18) at 1/2~2/3 place of the center test hole external radius of top board (10).
3. as claim 1 and 2 described soil sample tank prover devices, it 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. as claim 1 and 2 described soil sample tank prover devices, it is characterized in that bottom holder model (4) upper berth one deck geotextile (17).
CN 200420038853 2004-02-29 2004-02-29 Soil sample calibration tank apparatus Expired - Fee Related CN2715153Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200420038853 CN2715153Y (en) 2004-02-29 2004-02-29 Soil sample calibration tank apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200420038853 CN2715153Y (en) 2004-02-29 2004-02-29 Soil sample calibration tank apparatus

Publications (1)

Publication Number Publication Date
CN2715153Y true CN2715153Y (en) 2005-08-03

Family

ID=34871755

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200420038853 Expired - Fee Related CN2715153Y (en) 2004-02-29 2004-02-29 Soil sample calibration tank apparatus

Country Status (1)

Country Link
CN (1) CN2715153Y (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101892658A (en) * 2010-07-16 2010-11-24 中国科学院武汉岩土力学研究所 Helical plate load-static sounding combined tester
CZ302970B6 (en) * 2009-11-12 2012-01-25 Vysoké ucení technické v Brne Frame with loading high-pressure bags
CN103308124A (en) * 2013-06-03 2013-09-18 江苏省交通规划设计院股份有限公司 Calibration device and calibration method of fiber bragg grating water-soil boundary sensing probe

Cited By (5)

* Cited by examiner, † Cited by third party
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
CN101892658A (en) * 2010-07-16 2010-11-24 中国科学院武汉岩土力学研究所 Helical plate load-static sounding combined tester
CN101892658B (en) * 2010-07-16 2011-11-16 中国科学院武汉岩土力学研究所 Helical plate load-static sounding combined tester
CN103308124A (en) * 2013-06-03 2013-09-18 江苏省交通规划设计院股份有限公司 Calibration device and calibration method of fiber bragg grating water-soil boundary sensing probe
CN103308124B (en) * 2013-06-03 2015-08-12 江苏省交通规划设计院股份有限公司 A kind of scaling method of fiber grating water-soil environment sensing probe

Similar Documents

Publication Publication Date Title
CN101865813B (en) Permeability coefficient determinator for geosynthetic clay liner (GCL)
CN108318401A (en) One kind being suitable for anisotropy permeability coefficient test device under soil solidifying stress
CN1317548C (en) Soil sample prover tank device
CN108333060B (en) Testing machine for measuring clay rock shear fracture permeability coefficient evolution by adopting steady-state method
CN103913557A (en) Device for measuring the free swelling rate and the water content of rock and using method thereof
CN106370580A (en) Rapid penetration testing device for low-penetrability media
CN2715153Y (en) Soil sample calibration tank apparatus
CN102967695B (en) Soil body water saturation-drainage circulation compression test method and device
CN110095347A (en) Three axis tensilometer of strain controlling formula unsaturated soil
CN102645395A (en) Diaphragm wall permeability tester
CN206906209U (en) A kind of radial penetration experimental provision for being used to evaluate soil body radial penetration characteristic
CN206161486U (en) Quick permeability test device suitable for low permeability medium
CN104819924A (en) Instrument and test method for simulating underwater tunnel concrete water pressure penetration test
CN101813596B (en) Method for testing osmotic coefficient of non-saturated gas phase of soil body
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
CN2816809Y (en) Device for detecting seepage coefficient and seepage-resisting gradient ratio
CN106404524A (en) Device and method for recognizing horizontal radial deformation of static triaxial test soil sample
CN204882545U (en) In same direction as layer rock matter side slope testing system that slides
CN202362464U (en) Laminar shear model box for centrifuge shaking table test
CN207992203U (en) A kind of experimental rig for simulating the rectangle head boundary effect soil body
CN207992002U (en) A kind of experimental rig for simulating the dynamic artesian water effect soil body
CN201689035U (en) Bentonite waterproof blanket permeability coefficient tester
CN201535711U (en) Safety valve test bench
CN209961770U (en) Sand rain experimental apparatus

Legal Events

Date Code Title Description
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