CN1560589A - Soil sample prover tank device - Google Patents

Soil sample prover tank device Download PDF

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Publication number
CN1560589A
CN1560589A CNA2004100236379A CN200410023637A CN1560589A CN 1560589 A CN1560589 A CN 1560589A CN A2004100236379 A CNA2004100236379 A CN A2004100236379A CN 200410023637 A CN200410023637 A CN 200410023637A CN 1560589 A CN1560589 A CN 1560589A
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CN
China
Prior art keywords
soil sample
pot
top board
pressure
tank body
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.)
Granted
Application number
CNA2004100236379A
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Chinese (zh)
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CN1317548C (en
Inventor
李安龙
杨少丽
杨荣民
林霖
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Ocean University of China
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Ocean University of China
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Filing date
Publication date
Application filed by Ocean University of China filed Critical Ocean University of China
Priority to CNB2004100236379A priority Critical patent/CN1317548C/en
Publication of CN1560589A publication Critical patent/CN1560589A/en
Application granted granted Critical
Publication of CN1317548C publication Critical patent/CN1317548C/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
  • Sampling And Sample Adjustment (AREA)

Abstract

The invention relates to indoor in situ simulation testing device-soil sample calibration pot device for rock and soil engineering. It includes a static contacting device, pot cover, top board and a sealing cushion, pot, sample board under the pot, shift sensor and the bottom pressing device, and water pipe and bottom board; the air inlet around the pot and the pressure meter; there has rubber film and protection cover bearing around pressure in the pot, the character is that the sample board and the top board are arranged with a ring and/or cross concave slots; considering that, the invention also can measure the criteria effect of the soil sample to be measured, there has several testing apertures on the 1/2-2/3 position of the external radius; the pressing device is designed into a pressure bag square type whose stress area is larger.

Description

Soil sample tank prover device
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 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 present invention 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 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 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 similar 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).
CNB2004100236379A 2004-02-29 2004-02-29 Soil sample prover tank device Expired - Fee Related CN1317548C (en)

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 true CN1560589A (en) 2005-01-05
CN1317548C CN1317548C (en) 2007-05-23

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Family Applications (1)

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CNB2004100236379A Expired - Fee Related CN1317548C (en) 2004-02-29 2004-02-29 Soil sample prover tank device

Country Status (1)

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CN (1) CN1317548C (en)

Cited By (7)

* 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
CN103175949A (en) * 2013-03-15 2013-06-26 中国水电顾问集团中南勘测设计研究院 Device and method for directly testing coarse-grained soil rubber membrane penetration on volume change
CN104697838A (en) * 2015-03-27 2015-06-10 河南理工大学 Coal sample water injection device for simulating high-pressure water injection at coal mine site in laboratory
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
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
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

Family Cites Families (8)

* Cited by examiner, † Cited by third party
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

Cited By (8)

* 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
CN103175949A (en) * 2013-03-15 2013-06-26 中国水电顾问集团中南勘测设计研究院 Device and method for directly testing coarse-grained soil rubber membrane penetration on volume change
CN104697838A (en) * 2015-03-27 2015-06-10 河南理工大学 Coal sample water injection device for simulating high-pressure water injection at coal mine site in laboratory
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
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
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
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

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