CN202216953U - Soil frost heaving thaw settlement test instrument based on thermoelectric refrigeration control - Google Patents
Soil frost heaving thaw settlement test instrument based on thermoelectric refrigeration control Download PDFInfo
- Publication number
- CN202216953U CN202216953U CN2011203540380U CN201120354038U CN202216953U CN 202216953 U CN202216953 U CN 202216953U CN 2011203540380 U CN2011203540380 U CN 2011203540380U CN 201120354038 U CN201120354038 U CN 201120354038U CN 202216953 U CN202216953 U CN 202216953U
- Authority
- CN
- China
- Prior art keywords
- test instrument
- test
- main body
- moisturizing
- soil
- 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)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model relates to a soil frost heaving thaw settlement test instrument based on thermoelectric refrigeration control, which comprises a main body of the test instrument, an acquisition control device, a water replenishing device and a loading device, wherein the water replenishing device is connected with a water replenishing groove body arranged at the bottom of the main body of the test instrument; the acquisition control device is connected with a temperature sensor A which is in charge of monitoring the temperature gradient change of a sample in the main body of the test instrument, a displacement sensor and a hydrostatic sensor in a corresponding way; the acquisition control device is connected with a temperature sensor B arranged in a semiconductor refrigerating body; and the loading device is arranged in a pressure chamber in the main body of the test instrument. The soil frost heaving thaw settlement test instrument can be used for automatically replenishing and discharging water for the test from the lower part according to the moisture content, so that the water replenishing quantity can be accurately metered; the hole pressure can be monitored in the drainage process; continuous stepless loading can be realized; stepless continuous automatic loading and the test for frost heaving force after the volume is locked can be realized; the simulation truth of laboratory frost heaving thaw settlement test for the natural conditions can be realized; and the test efficiency can be improved, and the labor intensity of the test can be lightened.
Description
Technical field
The utility model relates to a kind of soil freezing heave thaw collapse test instrument based on thermoelectric cooling control; The adjusting and the stress that particularly relate to frost heave thaw collapse temperature are monitored loading automatically, realize frost-heave force, have or not the integrated of function such as frost heave thaw collapse, water translocation experimental test under the load.
Background technology
The external temperature of the frost heave of frost heave thaw collapse test instrument and thaw collapse test is at present regulated many employing space environment casing refrigeration or temperature control is carried out in multichannel water-bath circulation.The environment refrigeration belongs to three-dimensional freeze thawing; Do not meet one dimension freeze thawing mode; The frost heave of the frost heave thaw collapse test instrument of water-bath circulating temperature control and the design of thaw collapse test temperature adjustment module are many in the sample bottom; Cause frost heave thaw collapse (actual is from top to bottom, and test instrument is from down to up at present) all in the opposite direction with the frost heave of actual soil or thaw collapse, can not the freeze thawing reaction of real simulation soil layer after temperature Change; And water-bath circulation is owing to adopt outside bath temperature control to cause to exist not enoughly to catch a cold instantaneity, the accuracy of surface temperature control of the actual soil body, especially can not realize integrated, the robotization of frost heave thaw collapse experimental test function.Present water supplementing method exists random; Have through the mode of quantitative titration and carry out moisturizing; Or even through the manual moisturizing of eye-observation, all not have accurately to explain for moisturizing in the artificial frozen soil experiment standard of geotechnological test specification and Ministry of Coal Industry, cause the moisturizing process with actual physical environment that gap is greatly arranged; Especially the difficult accurately metering of rate of water make-up has influenced the confidence level of testing.For the water translocation phenomenon that produces owing to thermograde in the simulated soil body freezing process; The water charging system of this test has adopted the principle of work of Ma Shi bottle; Realize the constant voltage current stabilization condition of moisturizing face, and according to differential pressure principle realized rate of water make-up from the motion tracking collection.Separately carry out for frost heave thaw collapse test (having or not loading condition) and frost heave force measurement at present the test aspect of Loading Control and power, and load the general counterweight loading that is mostly, can't realize loading continuously automatically; The thaw collapse drainage problem, the reverse process of moisturizing is adopted in the design of this thaw collapse (having or not lotus to plant) draining, not only considers the real-time monitoring of water discharge here, has also considered the variation tracking and monitoring of drainage procedure mesoporosity water pressure simultaneously.Control collection aspect fully solves the not high present situation of current frost heave thaw collapse system's each several part data acquisition and each item control integrated intelligent degree.More than these methods all be that angle from test apparatus or condition goes out to send to build test apparatus.
Summary of the invention
What the utility model proposed is a kind of soil freezing heave thaw collapse test instrument based on thermoelectric cooling control, its purpose be intended to solve the true frost heave thaw collapse of soil under the simulating natural condition to greatest extent test simulation---frost heave thaw collapse temperature variation begins up to the bottom (consistent with the frost heave thaw collapse under the natural conditions) from soil testing top; Solution realizes automatic water supplement and draining according to the variation of sample water percentage, the accurate detection metering of rate of water make-up and osculum pressure; To the problem of loading and frost-heave force and displacement measurement dispersion, integrate and realize the two unification and realize that continuous stepless loads; Use BC++ to carry out software programming, realize intellectuality control and data automatic collecting, realize the modular effective integration of function process of the test by integrated circuit board.
The technical solution of the utility model: its structure comprises main body, acquisition control device, water replanishing device, the charger of test instrument; Wherein the bottom moisturizing cell body of the main body of water replanishing device and test instrument joins; Be responsible for corresponding the joining to realize the collection of each physical quantity of flow of water differential pressure pick-up in category-A temperature sensor, displacement transducer, hydraulic pressure transducer and the water replanishing device of monitoring specimen temperature graded in acquisition control device and the test instrument main body, category-B temperature sensor, the hydraulic pressure volume controller in acquisition control device and the semiconductor refrigerating body joins to realize the control to freeze temperature and on-load pressure.Charger is made up of hydraulic pressure capsule in the pressure chamber in the main body that is located at test instrument and outside hydraulic pressure volume controller.
The beneficial effect of the utility model: the test apparatus of the true frost heave thaw collapse of soil under the simulating natural condition---frost heave thaw collapse temperature variation begins up to the bottom (consistent with the frost heave thaw collapse under the natural conditions) from soil testing top to greatest extent; The temperature controlling mode adopts the semi-conductor electricity refrigeration, and can control (semiconductor dual character) simultaneously by high temperature low temperature; Automatically test is carried out automatic water supplement and draining from the bottom according to the test water cut, can carry out accurate measurement rate of water make-up; The compacting of drainage procedure hole is monitored at present.To the problem that loads and frost-heave force is measured, integrate and realize the two unification and realize that continuous stepless loads; Load design in inside cavity; The test of frost-heave force after realizing electrodeless automatic continuously loading and locking volume; The integrated use BC++ of experiential function that accomplishes freeze thawing and frost-heave force carries out software programming, realizes intellectuality control and data automatic collecting to process of the test by integrated circuit board.Improved the simulates real solidity of testing laboratory's frost heave thaw collapse test, made test accuracy improve greatly natural conditions.Through the integrated use of software and hardware of BC++ and hardware integrated circuit board, make test efficiency reduce the labour intensity of test when improving greatly.
Description of drawings
Fig. 1 is based on the structural representation of the soil freezing heave thaw collapse test of thermoelectric cooling control.
Among the figure 1 is water replanishing device, the 2nd, moisturizing cell body, the 3rd, and category-A temperature sensor, the 4th, displacement transducer, the 5th, hydraulic pressure transducer, the 6th, category-B temperature sensor, the 7th, pressure chamber, the 8th is incubated hollow base plate, the 9th, and the insulation sample carries bucket, the 10th, T N-type semiconductor N refrigeration head, the 11st, outer cover, the 12nd, flow of water differential pressure pick-up, the 13rd, Ma Shi bottle, the 14th, water pipe, the 15th, sample, the 16th, hydraulic pressure volume controller, the 17th, pressure pipeline.
Embodiment
Contrast accompanying drawing 1; Its structure is main body, acquisition control device, water replanishing device, the charger that comprises test instrument; Wherein water replanishing device 1 joins with the bottom moisturizing cell body 2 of the main body of test instrument; Be responsible for A temperature sensor 3, displacement transducer 4,5 corresponding the joining of pressure transducer of monitoring specimen temperature graded in acquisition control device and the test instrument main body; B temperature sensor 6 in acquisition control device and the semiconductor refrigerating body joins, and charger is located in the pressure chamber 7 in the main body of test instrument.
The main body of test instrument comprises that the hollow base plate of insulation 8, moisturizing cell body 2, insulation soil sample carry bucket 9, T N-type semiconductor N refrigeration 10, pressure chamber 7 and outer cover 11; Wherein moisturizing cell body 2 is connected to form the bottom base of trial body with screw with the hollow base plate 8 of insulation mutually; Soil sample is carried the bucket bottom and is embedded in the moisturizing cell body; Carrying bucket external diameter and moisturizing groove internal diameter matches; Soil sample is carried between bucket and the moisturizing cell body has O type packing ring; Soil sample is carried the outer cover 11 that bucket top is embedded in top, and soil sample is carried bucket 9, outer cover 11 fixedly fuses through screw rod with the base three, is carried by soil sample to deposit one in the space that forms between bucket, outer cover and base three and can freeze 10 as the T N-type semiconductor N that freely moves up and down; A T N-type semiconductor N refrigeration top and outer cover form the pressure chamber 7 of a sealing, and the soil sample of T N-type semiconductor N refrigeration 10 bottom is carried in the bucket and deposited sample.
Acquisition control device comprises A temperature sensor 3, displacement transducer 4, pressure controller 5, implements the collection to temperature, displacement, pressure physical quantity, and acquisition control device is to the temperature control of T N-type semiconductor N refrigeration 10 and be carried in the pressure control on the sample.
Acquisition control device is that utilization BC++ programming language and acquisition chip integrated circuit board are realized displacement, load, temperature data acquisition and automatic feedback control.
Water replanishing device comprises flow of water differential pressure pick-up 12, Ma Shi bottle 13, and wherein flow of water differential pressure pick-up 12 joins through communicating pipe and Ma Shi bottle 13.
Embodiment
The insulation base designs is the disc of a part of hollow, can fill two passages that PLC electrical heating constant-temp material or hollow space bottom surface are provided with quadrature along hollow space, adopts the constant temperature circulating fluid to carry out the temperature control of base, and there is a vertical channel at the box body center; Consider the high-mechanic requirement of base and the effect of conducting heat, material should use aluminium alloy, has suitable intensity and local stiffness.
The moisturizing cell body is connected with screw with the insulation base mutually, and the cell body center is provided with vertical perforation section, and diameter is identical with the insulation base; The moisturizing cell body is after base is connected with insulation; The vertical corresponding moisturizing passage with realization moisturizing cell body of section that connects is unimpeded, is lined with O type rubber band at interface, to guarantee base and moisturizing cell body sealing between the two; Similar with the insulation base, material should be used aluminium alloy.
The insulation sample carries bucket and divides two layers, with internal diameter 10cm, and external diameter 12cm; The cover internal diameter is 8cm in the annulated column of high 23cm, external diameter be 10cm etc. high annulated column, wait epipodium outer surface of column parcel insulation material; Like phenol formaldehyde foam etc.; Lateral pressure when the soil sample that need fully take into account interior annulated column expands must have enough intensity, chooses less organic glass of coefficient of heat conductivity or bakelite material simultaneously as far as possible.Both guaranteed that intensity also helped insulation.
Refrigeration or add thermal conductance temperature head and partly insert the conductor refrigeration face leading warm head copper backplate surface, utilize semi-conductive cathode and anode directions can realize electricity freeze and heat integrated.A refrigeration upper design is the multichannel aluminium box of a hollow in addition, and its top has two vertical outlets, imports and exports as cycle heat radiation, has realized the compatibility that cold and hot temperature source is used.When frost heave was measured: cold junction temperature was lower than-10 ℃, 0.2 ℃ of precision.
The pressure chamber can vertically compress the rubber bag tank of elongation with ring-band shape, and this rubber bag tank is built on the refrigerating fulid circulation box, and the pressure chamber promotes to transmit pressure and realizes hydraulic pressure and the robotization of volume control with permagnetic synchronous motor in outer cover.The mensuration of frost-heave force when simultaneously, available this device carries out body frost heaving.
Outer cover and four stainless steel screw rods are with the integrant linking external member of each several part; Consider the needs of the existence and the insulation of frost-heave force in the test; Here material is designed to compound substance, adopts the organic glass combination of stainless steel casing and internal layer, to guarantee heat insulation and the strength character requirement.
When sample after the frost heave of top; Sample will absorb moisture from the bottom under the thermograde effect, comes to give automatically the sample moisturizing on top here through porous disc, and the source of institute's moisturizing is a Ma Shi bottle with flow measurement; Water charging system is a ultimate principle with mariotte flask (being commonly called as " Ma Shi bottle "); Process the cylinder type glass container, built-in differential manometer or flow sensor are used to measure rate of water make-up, and realize data acquisition, robotization control; Consider that the rate of water make-up requirement is few, this device wouldn't be established the filler.
Each testing element requires: hydraulic pressure transducer (range 0MPa～2MPa, precision 1%); Displacement transducer (axial range 0mm～50mm, precision 1%); Temperature sensor: range-40 ℃～+ 40 ℃, 0.2 ℃ of precision.
Soil freezing heave thaw collapse test method based on thermoelectric cooling control comprises following processing step:
One, frost heave thaw collapse test, the concrete steps branch
1) according to the test sample dimensional requirement; Diameter 8 ㎝, height 16 ㎝; Adopt for undisturbed soil and to cut a kind method and cut into sample, manipulated soil according to density and moisture requirement according to " Standard for test methods of earthworks " (GB_T50123-1999) method of defined carry out sample preparation;
2) check each pipeline, guarantee that moisturizing is unimpeded.Placement insulation sample carries bucket and is embedded in the moisturizing cell body and guarantees to have O-ring seal between the two, and the water level of adjusting water replanishing device make its water level just flood porous disc, and water level is constant in this position;
3) sample is installed, is carried at the insulation sample on the inwall of bucket and smear vaseline, and be put into the sample of moulding and carry in the bucket, make sample be free to landing;
4) the top outer cover of installation integrated refrigerating head and pressure chamber is placed the surface that the refrigeration head is close to sample, and the screw rod of screwing closely fuses base, insulation year bucket, outer cover;
5) frost heaving amount that carries out under the constant load when needs is tested, and then need set hydraulic pressure through hydraulic pressure volume controller and exert pressure to the pressure chamber, and test up to after the sample stabilization by consolidation, carrying out frost heave through the displacement monitoring distortion;
6) on insulation year ladle body, assign the category-A temperature sensor, and the good displacement transducer of install adjustment;
7) start computer acquisition controlling software, set the roof and floor test temperature, like top-10 ℃, 20 ℃ of bottoms are controlled its fluctuation degree and are ± 0.2 ℃, and begin to gather the frost heaving amount that carries out sample and test;
8) frost heaving amount is stable, if the test of closed system frost heave, till the 1h of the constant back of reading, if open wide system's frost heave test, specimen height change value≤0.02mm in 2 hours sets the automatic monitoring system of realization by Control Software, and the frost heave stage finishes;
9) frozen-heave factor calculates
In the formula:
---t is the frozen-heave factor of sample constantly, %;
The axial deformation of sample in
---0～t time, mm;
10) after the end of frost heave stage; Regulate temperature and displacement measurement element and carry out the thaw collapse test; The thaw collapse off-test judges that the computing formula of thaw collapse coefficient is:
with till the 1h of the constant back of sedimentation deformation stable reading
In the formula:
---t is the frozen-heave factor of sample constantly, %;
The axial deformation of sample in
---0～t time, mm;
---freeze specimen height before the test, mm;
Two, frost-heave force test, the concrete steps branch
1) according to the test sample dimensional requirement, diameter 8 ㎝, height 16 ㎝.Adopt for undisturbed soil and to cut a kind method and cut into sample, manipulated soil according to density and moisture requirement according to " Standard for test methods of earthworks " (GB_T50123-1999) method of defined carry out sample preparation;
2) check each pipeline, guarantee that moisturizing is unimpeded.Placement insulation sample carries bucket and is embedded in the moisturizing cell body and guarantees to have O-ring seal between the two, and the water level of adjusting water replanishing device make its water level just flood porous disc, and water level is constant in this position;
3) sample is installed.Carry at the insulation sample on the inwall of bucket and smear vaseline, and be put into the sample of moulding and carry in the bucket, make sample be free to landing;
4) the top outer cover of installation integrated refrigerating head and pressure chamber is placed the surface that the refrigeration head is close to sample, and the screw rod of screwing closely fuses base, insulation year bucket, outer cover;
5) regulate hydraulic pressure volume controller, make the pressure chamber be full of and produces the contact pressure of 1KPa, the valve of lock pressure chamber then, assurance pressure chamber's constancy of volume;
6) on insulation year ladle body, assign the category-A temperature sensor, and the good displacement transducer of install adjustment;
7) start computer acquisition controlling software, set the roof and floor test temperature, like top-10 ℃, 20 ℃ of bottoms are controlled its fluctuation degree and are ± 0.2 ℃, and begin to gather the frost-heave force that carries out sample and test;
8) frost-heave force is stable, by hydraulic pressure transducer record hydraulic pressure curve over time, when pressure curve tends towards stability and thinks the frost-heave force EOT when finally variable quantity is less than 0.5 KPa in one hour.
Claims (3)
1. the soil freezing heave thaw collapse test instrument of controlling based on thermoelectric cooling; It is characterized in that comprising main body, acquisition control device, water replanishing device, the charger of test instrument; Wherein the bottom moisturizing cell body of the main body of water replanishing device and test instrument joins; Be responsible for corresponding the joining of A temperature sensor, displacement transducer, pressure transducer of monitoring specimen temperature graded in acquisition control device and the test instrument main body; B temperature sensor in acquisition control device and the semiconductor refrigerating body joins, and charger is located in the pressure chamber in the main body of test instrument.
2. the soil freezing heave thaw collapse test instrument based on thermoelectric cooling control according to claim 1; The main body that it is characterized in that test instrument comprises that the hollow base plate of insulation, moisturizing cell body, insulation soil sample carry bucket, T N-type semiconductor N refrigeration head, pressure chamber and outer cover; Wherein the moisturizing cell body is connected to form the bottom base of trial body with screw with the hollow base plate of insulation mutually; Soil sample is carried the bucket bottom and is embedded in the moisturizing cell body; Carry bucket external diameter and moisturizing groove internal diameter and match, soil sample is carried between bucket and the moisturizing cell body has O type packing ring, and soil sample is carried the outer cover that bucket top is embedded in top; Soil sample is carried bucket, outer cover and base three and is fixedly fused through screw rod; Carry by soil sample deposit one in the space that forms between bucket, outer cover and base three can be as the T N-type semiconductor N refrigeration head that freely moves up and down, a T N-type semiconductor N refrigeration top and outer cover form the pressure chamber of a sealing, deposit sample in the soil sample carrying of a T N-type semiconductor N refrigeration bottom barrel.
3. the soil freezing heave thaw collapse test instrument based on thermoelectric cooling control according to claim 1 is characterized in that water replanishing device comprises flow of water differential pressure pick-up, Ma Shi bottle, and wherein flow of water differential pressure pick-up joins through communicating pipe and Ma Shi bottle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203540380U CN202216953U (en) | 2011-09-21 | 2011-09-21 | Soil frost heaving thaw settlement test instrument based on thermoelectric refrigeration control |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203540380U CN202216953U (en) | 2011-09-21 | 2011-09-21 | Soil frost heaving thaw settlement test instrument based on thermoelectric refrigeration control |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202216953U true CN202216953U (en) | 2012-05-09 |
Family
ID=46016201
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011203540380U Expired - Fee Related CN202216953U (en) | 2011-09-21 | 2011-09-21 | Soil frost heaving thaw settlement test instrument based on thermoelectric refrigeration control |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202216953U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102435717A (en) * | 2011-09-21 | 2012-05-02 | 南京林业大学 | Soil frost-heaving and thawing-settlement tester based on thermoelectric refrigeration control |
| CN104655823A (en) * | 2015-02-12 | 2015-05-27 | 中南大学 | Frost heaving meter |
| CN104749205A (en) * | 2015-04-10 | 2015-07-01 | 长安大学 | Water thermal force comprehensive testing system and method of soil body freezing process |
| CN105352989A (en) * | 2015-10-27 | 2016-02-24 | 天津市港源试验仪器厂 | Geo-technical frozen soil frost heave experiment machine |
| CN107238623A (en) * | 2017-06-20 | 2017-10-10 | 南京泰克奥科技有限公司 | A kind of full-automatic frost heaving meter |
| RU189197U1 (en) * | 2018-12-10 | 2019-05-16 | Общество с ограниченной ответственностью "Институт геотехники и инженерных изысканий в строительстве" | SOIL TEST DEVICE |
| CN110954573A (en) * | 2019-12-16 | 2020-04-03 | 中南大学 | Unsaturated soil frost heaving instrument with multiple loading modes and frost heaving amount testing method |
-
2011
- 2011-09-21 CN CN2011203540380U patent/CN202216953U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102435717A (en) * | 2011-09-21 | 2012-05-02 | 南京林业大学 | Soil frost-heaving and thawing-settlement tester based on thermoelectric refrigeration control |
| CN102435717B (en) * | 2011-09-21 | 2014-06-25 | 南京林业大学 | Soil frost-heaving and thawing-settlement tester based on thermoelectric refrigeration control |
| CN104655823A (en) * | 2015-02-12 | 2015-05-27 | 中南大学 | Frost heaving meter |
| CN104749205A (en) * | 2015-04-10 | 2015-07-01 | 长安大学 | Water thermal force comprehensive testing system and method of soil body freezing process |
| CN105352989A (en) * | 2015-10-27 | 2016-02-24 | 天津市港源试验仪器厂 | Geo-technical frozen soil frost heave experiment machine |
| CN107238623A (en) * | 2017-06-20 | 2017-10-10 | 南京泰克奥科技有限公司 | A kind of full-automatic frost heaving meter |
| CN107238623B (en) * | 2017-06-20 | 2023-10-27 | 南京泰克奥科技有限公司 | Full-automatic frost heaving instrument |
| RU189197U1 (en) * | 2018-12-10 | 2019-05-16 | Общество с ограниченной ответственностью "Институт геотехники и инженерных изысканий в строительстве" | SOIL TEST DEVICE |
| CN110954573A (en) * | 2019-12-16 | 2020-04-03 | 中南大学 | Unsaturated soil frost heaving instrument with multiple loading modes and frost heaving amount testing method |
| CN110954573B (en) * | 2019-12-16 | 2021-04-09 | 中南大学 | Unsaturated soil frost heaving instrument with multiple loading modes and frost heaving amount testing method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102435717B (en) | Soil frost-heaving and thawing-settlement tester based on thermoelectric refrigeration control | |
| CN202216953U (en) | Soil frost heaving thaw settlement test instrument based on thermoelectric refrigeration control | |
| CN102590468B (en) | Testing system for deep soil freezing/thawing process | |
| CN104267172B (en) | A kind of multifunctional all formula soil body freezing-thawing test system | |
| CN103116014B (en) | Water-heat-force coupling testing system for large-scale high-pressure soil mass freeze thawing process | |
| CN107238623B (en) | Full-automatic frost heaving instrument | |
| CN104749205B (en) | Freezing Soils hydro-thermal power comprehensive test system | |
| CN103969282A (en) | Test device for making research on soil freezing and thawing temperature field, water migration and deformation law | |
| CN104316671B (en) | A kind of experimental rig that measures artificial freeze thawing soil frost-heave force and frost heaving amount | |
| CN103424240B (en) | The temperature difference-silt coupling density current simulation experiment system | |
| CN106770418B (en) | The device and method that Rock And Soil internal moisture migrates in monitoring frozen-thaw process in real time | |
| CN110031608A (en) | Ever-frozen ground frozen swell and melt settlement characteristic test apparatus and its test method | |
| CN108956937A (en) | The experimental provision and experimental method of the artificial Freezing stratum as rapid of multi-parameter dynamic acquisition | |
| CN102854384B (en) | Device for measuring temperature and resistivity distribution in phase-changing process in frozen soil test | |
| CN106645261B (en) | Large-scale multifunctional manual freezing platform | |
| CN103471884A (en) | Manual unidirectional freezing layered sample preparation device suitable for high water (ice) content frozen earth | |
| CN102864793A (en) | Test device for simulating permafrost region well heat insulation or heating | |
| CN113588912A (en) | Simulation system and method for on-site simulation of frozen soil environment | |
| CN201915970U (en) | Draining type segment lining model test box | |
| CN102135491B (en) | Drainage type segment lining model pore hydrostatic test device | |
| CN204904695U (en) | It forms experimental observation device that develops to do top layer | |
| CN208872753U (en) | A kind of experimental rig for testing roadbed filling frost-heaving deformation | |
| CN209280668U (en) | A kind of device of microwave method rapid survey pressure maintaining hydrate sample ore core saturation degree | |
| CN217845916U (en) | Roadbed soil performance test device capable of realizing multi-working-condition coupling | |
| CN207528297U (en) | Effluent level measuring arrangement is surveyed in a kind of farmland discharging-irrigating experiment |
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: 20120509 Termination date: 20140921 |
|
| EXPY | Termination of patent right or utility model |