CN206891851U - A kind of high temperature of CT real-time three-dimensionals scanning, seepage flow, shearing coupling rock triaxial test system - Google Patents
A kind of high temperature of CT real-time three-dimensionals scanning, seepage flow, shearing coupling rock triaxial test system Download PDFInfo
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- CN206891851U CN206891851U CN201720544167.3U CN201720544167U CN206891851U CN 206891851 U CN206891851 U CN 206891851U CN 201720544167 U CN201720544167 U CN 201720544167U CN 206891851 U CN206891851 U CN 206891851U
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- 238000012360 testing method Methods 0.000 title claims abstract description 97
- 239000011435 rock Substances 0.000 title claims abstract description 34
- 238000010008 shearing Methods 0.000 title claims abstract description 32
- 230000008878 coupling Effects 0.000 title claims abstract description 18
- 238000010168 coupling process Methods 0.000 title claims abstract description 18
- 238000005859 coupling reaction Methods 0.000 title claims abstract description 18
- 238000006243 chemical reaction Methods 0.000 claims abstract description 16
- 238000002591 computed tomography Methods 0.000 claims abstract description 11
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 16
- 239000004917 carbon fiber Substances 0.000 claims description 16
- 239000002828 fuel tank Substances 0.000 claims description 15
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 14
- 238000006073 displacement reaction Methods 0.000 claims description 11
- 239000012530 fluid Substances 0.000 claims description 9
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 6
- 229910052799 carbon Inorganic materials 0.000 claims description 6
- 239000000835 fiber Substances 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 6
- 238000007789 sealing Methods 0.000 claims description 6
- 238000010438 heat treatment Methods 0.000 claims description 4
- 238000005259 measurement Methods 0.000 claims description 4
- 238000002347 injection Methods 0.000 claims description 3
- 239000007924 injection Substances 0.000 claims description 3
- 238000001514 detection method Methods 0.000 claims 1
- 238000005516 engineering process Methods 0.000 description 4
- 239000002184 metal Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000002285 radioactive effect Effects 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 238000010998 test method Methods 0.000 description 2
- 239000004809 Teflon Substances 0.000 description 1
- 229920006362 Teflon® Polymers 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910002092 carbon dioxide Inorganic materials 0.000 description 1
- 239000001569 carbon dioxide Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 238000005485 electric heating Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- 238000009375 geological disposal Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 230000009919 sequestration Effects 0.000 description 1
- 238000004088 simulation Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
A kind of high temperature of CT real-time three-dimensionals scanning, seepage flow, shearing coupling rock triaxial test system, including stablize integrally-built main machine frame, the test cabinet for carrying out high temperature down cut and seepage tests, by the shearing loading device of oil pressure cntrol, the temperature and pressure servo-control system of control test specimen temperature and confined pressure, drive by swingle rotating device that lower flange rotating base rotates and for obtaining the CT scan device of test specimen interior three-dimensional image；The main machine frame includes base and reaction frame, the rotating device is fixed on the base, the test cabinet is fixed on the rotating device, and the reaction frame is fixed on the test cabinet, and shearing loading device and temperature and pressure servo-control system are placed on the reaction frame.The utility model efficiently solves the problem of rock sample confined pressure and temperature control, and realizes and obtain the 3-D scanning image inside test specimen by CT devices during high temperature, seepage flow and shearing test.
Description
Technical field
The utility model belongs to Geotechnical Engineering field, is related to a kind of rock high temperature, seepage flow, shearing coupling test system, tool
A kind of CT real-time three-dimensionals scanning high temperature, seepage flow, shearing coupling rock triaxial test system for body.
Background technology
The great ground work of the country such as underground sequestration of the geological disposal in such as high radioactive nucleus waste, carbon dioxide in recent years
Occur some complicated matter of science and technologys in journey project, an urgent demand Geotechnical Engineering worker is to rock under complicated coupling environment
The mechanics and engineering properties of stone carry out deeper into research to find rational engineering scheme.And temperature, seepage flow, answer couple of force
Conjunction problem is one of key problem therein, is badly in need of the corresponding rock test system of structure and method of testing accurately assesses rock
The multi- scenarios method characteristic of stone.Failure by shear is a kind of common form of rock mass damage, is one during engineering long-time stability are assessed
Individual key factor, consider that the effect of shearing is particularly significant in multi- scenarios method test.Substantial amounts of e measurement technology can only obtain at present
The deformation-failure character of surface of test piece, and CT scan technology can then carry out comprehensive monitoring to the structure change inside test specimen,
The Mechanism of Deformation And Failure of rock is understood from microcosmic angle, so as to deeper into the multi- scenarios method characteristic for understanding rock.It is right at present
Axle presses the rock coupling characteristic test method under being acted on confined pressure more ripe, but how shearing is considered in environment is coupled
Act on and be applied to CT scan and then also face great difficulty.
The content of the invention
In order to overcome prior art can not realize shear action in the coupling environment in the case of high temperature, seepage flow and shearing
Deficiency, the utility model provide a kind of high temperature of CT real-time three-dimensionals scanning, seepage flow, shearing coupling rock triaxial test system,
The problem of efficiently solving rock sample confined pressure and temperature control, and realize and pass through during high temperature, seepage flow and shearing test
CT devices obtain the 3-D scanning image inside test specimen.
Technical scheme is used by the utility model solves its technical problem：
A kind of high temperature of CT real-time three-dimensionals scanning, seepage flow, shearing coupling rock triaxial test system, including stable overall knot
The main machine frame of structure, the test cabinet for carrying out high temperature down cut and seepage tests, the shearing loading device by oil pressure cntrol, use
In the temperature and pressure servo-control system of control test specimen temperature and confined pressure, the rotating dress by swingle drive lower flange rotating base rotation
Put and for obtaining the CT scan device of test specimen interior three-dimensional image；
Described main machine frame includes base and reaction frame, and the rotating device is fixed on the base, the test
Room is fixed on the rotating device, and the reaction frame is fixed on the test cabinet, and shearing loading is placed on the reaction frame
Device and temperature and pressure servo-control system；
Described test cabinet includes pressure indoor, fluid shear chamber and seepage apparatus, and the pressure indoor is located at the outside of fluid shear chamber, institute
State and rock sample is placed in fluid shear chamber, the upper end of the rock sample half portion and the action end in contact of shearing loading device are described
Seepage apparatus includes water tank, inlet opening and delivery port, and the water in water tank flows into rock sample by inlet opening, by delivery port stream
Go out and be connected to measurement apparatus；Fuel tank is connected so as to form a temperature adjustment cyclic system by oil inlet pipe and flowline with pressure indoor
System, confined pressure is provided while the oil of injection HTHP heats to rock sample into the pressure indoor；
Described CT scan device includes radiographic source and detector, the test cabinet both sides be respectively arranged the radiographic source and
Detector.
Further, the pressure indoor includes upper flange cover plate, lower flange rotating base, confined pressure cylinder, high-strength bolt；It is described to enclose
Pressure cylinder is made up of carbon fibre material, is embedded in two pieces of flange plates up and down, upper flange cover plate and reaction frame lower shoe pass through height
Strength bolt is fixed, and lower flange cover plate and lower flange rotating base are fixed by high-strength bolt.
Further, the fluid shear chamber includes heat shrinking sleeve, carbon fiber test specimen deck, cushion block, displacement transducer and pressure
Head, semicolumn bodily form briquetting is vertically connected under very heavy pressure end, carbon fiber deck, test specimen are connected under the semicolumn bodily form briquetting
Left side be placed in the carbon fiber deck, the briquetting passes through the upper flange cover plate, and the loading of the left side of test specimen is cut
Shear force, sealed through the position of cover plate by sealing ring, the carbon fiber deck bottom connection displacement transducer, which is used to measure, to be sheared
Displacement；The right side of test specimen respectively has a cushion block up and down, and its middle and lower part cushion block is fixed, and top cushion block is by being bolted to upper flange
On cover plate, cushion block can be pressed on test specimen by swivel bolt, play a part of fixed test specimen right side；Wrap up the thermal contraction of test specimen
Set, its top is stretched out at upper flange cover plate, and is fixed by high-strength bolt, heat shrinking sleeve bottom close and with lower flange cover plate
Connected by backing plate, connecting portion sets O-ring seal leakproof.
Described temperature and pressure servo-control system includes oil temperature sensor, pressure sensor, oil pump, fuel tank, heater and temperature
Servo controller is pressed, the temperature and pressure servo controller can control the heater in fuel tank to adjust the oil temperature in fuel tank, the oil
Case is connected so as to form a temperature adjustment circulatory system by oil inlet pipe and flowline with pressure indoor, is injected into the pressure indoor high
The oil of warm high pressure provides confined pressure while heating to rock sample；Oil temperature sensor, pressure sensor can be by temperature, pressure
Data control while being transferred to temperature and pressure servo controller, real time temperature and confined pressure.
Described rotating device includes lower flange rotating base, swingle and stepper motor, the lower flange rotating base
Be connected by swingle with stepper motor, the stepper motor drives swingle rotation so that lower flange rotating base and
Part more than base rotates, and obtains the scan image of 360 ° of test specimen.
The beneficial effects of the utility model are mainly manifested in：
1) shearing test under high temperature and seepage flow coupling environment is realized, it is more residing for the subterranean body of true simulation deep
Field coupling environment；
2) temperature and pressure Servocontrol device can control confined pressure and temperature simultaneously, so as to avoid setting electric heating in test cabinet side wall
Silk, is easy to obtain high-precision CT scan image；
3) test cabinet side wall is made using carbon fibre composite, while proof strength, does not influence the effect of CT scan
Fruit.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is carbon fiber test specimen deck detail drawing of the present utility model；
Fig. 3 is Section A-A figure of the present utility model；
Wherein, 1- oil pumps；2- fuel tanks；3- water tanks；4- heaters；5- water inlet pipes；6- flowlines；7- temperature and pressure SERVO CONTROLs
Device；8- fuel feed holes；The very heavy pressure ends of 9-；10- briquettings；11- confined pressure cylinders；12- displacement transducers；13- metal sleeves；14- oil temperatures
Sensor；15- heat shrinking sleeves；16- sealing rings；17- oil inlet pipes；18- loads servo controller；19- reaction frames；20- jack；
21- upper flange cover plates；22- high-strength bolts；23- tops cushion block；24- carbon fiber test specimen decks；25- test specimens；26- bottoms cushion block；
27- pressure sensors；28- backing plates；29- lower flange cover plates；30- delivery ports；31- lower flange rotating bases；32- swingles；33-
Stepper motor；34- bases；35- oil outlets；36- bolts；37- deck bolts；38- inlet openings.
Embodiment
The utility model is further described below in conjunction with the accompanying drawings.
1~Fig. 3 of reference picture, a kind of high temperature of CT real-time three-dimensionals scanning, seepage flow, shearing coupling rock triaxial test system,
Including stablizing integrally-built main machine frame, the test cabinet for carrying out high temperature down cut and seepage tests, by oil pressure cntrol
Shear loading device, the temperature and pressure servo-control system of control test specimen temperature and confined pressure, lower flange rotating base is driven by swingle
The rotating device of rotation and for obtaining the CT scan device of test specimen interior three-dimensional image.
Described main machine frame, including base 34 and reaction frame 19.Loading device 20, SERVO CONTROL are placed on reaction frame 19
System 7 and 18, water tank 3 and fuel tank 2；Reaction frame 19 is connected by high-strength bolt 22 with test cabinet, ensures the overall steady of test cabinet
It is qualitative, and test cabinet is placed on the rotating device fixed with the phase of base 34,360 ° of test cabinet is irradiated by CT.
Described test cabinet includes pressure indoor, fluid shear chamber and seepage apparatus, and pressure indoor includes enclosing for carbon fibre material making
Pressure cylinder 11, upper flange cover plate 21, lower flange rotating base 31 and high-strength bolt 22, its annexation are：The confined pressure cylinder 11
It is made up, is embedded in two pieces of flange plates up and down, upper flange cover plate 21 and the lower shoe of reaction frame 19 pass through height of carbon fibre material
Strength bolt 22 is fixed, and lower flange cover plate 29 and lower flange rotating base 31 are fixed by high-strength bolt 22；Fluid shear chamber includes heat and received
Contracting set 15, carbon fiber test specimen deck 24, top cushion block 23, bottom cushion block 26, displacement transducer 12 and very heavy pressure end 9, institute
State and semicircle briquetting 10 connected under the very heavy pressure head of pressure end 9, the semicircle side of briquetting 10 scribbles teflon material, with this reduce with
Frictional force between top cushion block 23, semicircle briquetting 10 passes through upper flange cover plate 21, through the position of cover plate by sealing ring 16
Sealing, shearing force is loaded to the left side of test specimen 25.High temperature resistant is used between semicircle briquetting 10 and carbon fiber test specimen deck 24
High-strength glue connection, the lower end of carbon fiber test specimen deck 24 can allow fluted body metal sleeve 13 to be embedded in, and metal sleeve 13 is embedded in hot receipts
In interlayer between contracting set 15 and backing plate 28, and it can move straight down, metal sleeve 13 passes through deck bolt 37 and carbon fiber
Test specimen deck 24 is fixed.One hole is arranged at the bottom of carbon fiber test specimen deck 24, displacement transducer 12 is touched test specimen.Carry out
During experiment, test specimen 25 is put into carbon fiber test specimen deck 24 first, test specimen 25 is cylinder test specimen, is then made with hot hair dryer
Heat shrinking sleeve 15 is close to test specimen 25, and its top of heat shrinking sleeve 15 is stretched out at upper flange cover plate 21, and solid by high-strength bolt 22
Fixed, its underpart is stretched into backing plate 28 and fixed by bolt 36 and lower flange rotating base 31, and sealing ring is set in heat shrinking sleeve 15
16 leakproofs.Vertical shearing is carried out to the left side of test specimen 25, maximum shear displacement is the 1/10 of piece lengths；On the downside of the test specimen of left side
Displacement transducer 12 is set, and displacement transducer 12 is placed on backing plate 28, for measuring shear displacemant, under the right side of test specimen has
Portion's cushion block 26, top cushion block 23, bottom cushion block 26 are fixed by bolt 26 and backing plate 28, top cushion block 23 by being bolted on
On flange plate 21, cushion block can be pressed on test specimen by swivel bolt, play a part of the fixed right side of test specimen 24.Seepage tests
In, the water in water tank 3 flows into water inlet pipe 5 and penetrates into rock sample 25 by inlet opening 38, and water flows from the delivery port 30 on backing plate 28
Go out, be connected to measurement apparatus, seepage tests analysis can be carried out.The interface being connected with external pressurized device is reserved on water tank 3, can
Carry out the seepage tests under different hydraulic conditions.
Described shearing loading device, including servo-controlled vertical jack 20.Very heavy pressure end 9 is in loading servo control
Shearing force is produced to test specimen 25 by semicircle briquetting 10 under the control of device 18 processed.
Described temperature and pressure servo-control system, including oil temperature sensor 14, pressure sensor 27, oil pump 1, fuel tank 2, heating
Device 4 and temperature and pressure servo controller 7.Temperature and pressure servo controller 7 can control the heater 4 in fuel tank 2 to adjust the oil in fuel tank 2
Temperature, oil pump 1, which can extract oil out, injects pressure indoor, and fuel tank 2 is connected so as to form one by oil inlet pipe 17 and flowline 6 with pressure indoor
The individual temperature adjustment circulatory system, the oil of the interior injection HTHP of pressure indoor provide confined pressure while heating to rock sample 25；Oil
Temperature, pressure data can be transferred to temperature and pressure servo controller 14, temperature and pressure servo controller by temperature sensor 14, pressure sensor 27
14, by controlling heater 4 and oil pump 1 to adjust the temperature of oiling and flow velocity, reach the mesh controlled while temperature and confined pressure
's.
Described rotating device, including lower flange rotating base 31, swingle 32, stepper motor 33.Swingle 32 is with
Flange rotary base 31 is connected, and stepper motor 31 is arranged in base 34, swingle 32 can be controlled to rotate, so that lower flange
Rotating base 31 and its above section rotate, and obtain the scan image of 360 ° of test specimen, the speed of adjustable rotating as needed
Spend to obtain accurate image.
Described CT scan device, including detector and radiographic source, radiographic source produce radioactive ray and pass through the test cabinet, profit
With oil and the fabulous penetrability of carbon fibre material, after being scanned to 360 ° of test specimens rotated, the height inside test specimen can be obtained
Clear 3-D view.
Claims (5)
1. a kind of high temperature of CT real-time three-dimensionals scanning, seepage flow, shearing coupling rock triaxial test system, it is characterised in that：Including
Stablize integrally-built main machine frame, the test cabinet for carrying out high temperature down cut and seepage tests, the shearing by oil pressure cntrol
Loading device, the temperature and pressure servo-control system for controlling test specimen temperature and confined pressure, by swingle drive lower flange rotating base
The rotating device of rotation and for obtaining the CT scan device of test specimen interior three-dimensional image；
Described main machine frame includes base and reaction frame, and the rotating device is fixed on the base, and the test cabinet is consolidated
Due on the rotating device, the reaction frame is fixed on the test cabinet, and shearing loading device is placed on the reaction frame
With temperature and pressure servo-control system；
Described test cabinet includes pressure indoor, fluid shear chamber and seepage apparatus, and the pressure indoor is located at the outside of fluid shear chamber, described to cut
Cut indoor placement rock sample, the upper end of the rock sample half portion and the action end in contact of shearing loading device, the seepage flow
Device includes water tank, inlet opening and delivery port, and the water in water tank flows into rock sample by inlet opening, by delivery port outflow simultaneously
It is connected to measurement apparatus；Fuel tank is connected so as to form a temperature adjustment circulatory system by oil inlet pipe and flowline with pressure indoor, to
Confined pressure is provided while the oil of injection HTHP heats to rock sample in the pressure indoor；
Described CT scan device includes radiographic source and detector, and the test cabinet both sides are respectively arranged the radiographic source and detection
Device.
2. the high temperature of CT real-time three-dimensionals scanning as claimed in claim 1, seepage flow, shearing coupling rock triaxial test system, its
It is characterised by：The pressure indoor includes upper flange cover plate, lower flange rotating base, confined pressure cylinder, high-strength bolt；The confined pressure cylinder by
Carbon fibre material is made, and is embedded in two pieces of flange plates up and down, upper flange cover plate and reaction frame lower shoe pass through high-strength bolt
Fixed, lower flange cover plate and lower flange rotating base are fixed by high-strength bolt.
3. the high temperature of CT real-time three-dimensionals scanning as claimed in claim 1 or 2, seepage flow, shearing coupling rock triaxial test system,
It is characterized in that：The fluid shear chamber includes heat shrinking sleeve, carbon fiber test specimen deck, cushion block, displacement transducer and pressure head, vertically
Semicolumn bodily form briquetting is connected under very heavy pressure end, carbon fiber deck, a left side half for test specimen are connected under above-mentioned semicolumn bodily form briquetting
Portion is placed in above-mentioned carbon fiber deck, and above-mentioned briquetting passes through above-mentioned upper flange cover plate, is loaded shearing force to the left side of test specimen, is worn
The position for crossing cover plate is sealed by sealing ring, and above-mentioned carbon fiber deck bottom connection displacement transducer is used to measure shear displacemant；Examination
The right side of part respectively has a cushion block up and down, and its middle and lower part cushion block is fixed, top cushion block by being bolted on upper flange cover plate,
Cushion block can be pressed on test specimen by swivel bolt, play a part of fixed test specimen right side；Wrap up the heat shrinking sleeve of test specimen, its top
Stretch out at upper flange cover plate, and fixed by high-strength bolt, heat shrinking sleeve bottom closes and passes through backing plate with lower flange cover plate
Connection, connecting portion set O-ring seal leakproof.
4. the high temperature of CT real-time three-dimensionals scanning as claimed in claim 1 or 2, seepage flow, shearing coupling rock triaxial test system,
It is characterized in that：Described temperature and pressure servo-control system include oil temperature sensor, pressure sensor, oil pump, fuel tank, heater and
Temperature and pressure servo controller, the temperature and pressure servo controller can control the heater in fuel tank to adjust the oil temperature in fuel tank, described
Fuel tank is connected so as to form a temperature adjustment circulatory system by oil inlet pipe and flowline with pressure indoor, is injected into the pressure indoor
The oil of HTHP provides confined pressure while heating to rock sample；Oil temperature sensor, pressure sensor can be by temperature, pressures
Force data is transferred to temperature and pressure servo controller.
5. the high temperature of CT real-time three-dimensionals scanning as claimed in claim 1 or 2, seepage flow, shearing coupling rock triaxial test system,
It is characterized in that：Described rotating device includes lower flange rotating base, swingle and stepper motor, and the lower flange rotates bottom
Seat is connected by swingle with stepper motor, and the stepper motor drives swingle rotation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720544167.3U CN206891851U (en) | 2017-05-17 | 2017-05-17 | A kind of high temperature of CT real-time three-dimensionals scanning, seepage flow, shearing coupling rock triaxial test system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720544167.3U CN206891851U (en) | 2017-05-17 | 2017-05-17 | A kind of high temperature of CT real-time three-dimensionals scanning, seepage flow, shearing coupling rock triaxial test system |
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| CN206891851U true CN206891851U (en) | 2018-01-16 |
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| CN201720544167.3U Expired - Fee Related CN206891851U (en) | 2017-05-17 | 2017-05-17 | A kind of high temperature of CT real-time three-dimensionals scanning, seepage flow, shearing coupling rock triaxial test system |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107084876A (en) * | 2017-05-17 | 2017-08-22 | 绍兴文理学院 | A kind of high temperature of CT real-time three-dimensionals scanning, seepage flow, shearing coupling rock triaxial test system |
| CN111948065A (en) * | 2020-09-04 | 2020-11-17 | 北京理工大学 | High-temperature in-place loading CT (computed tomography) testing system and method based on laboratory X-ray source |
| CN112067458A (en) * | 2020-09-16 | 2020-12-11 | 东北大学 | Rock true triaxial test system and method integrating microcosmic CT (computed tomography) online scanning |
| CN112964621A (en) * | 2021-02-19 | 2021-06-15 | 中国地质大学（武汉） | Rock-soil body temperature-seepage coupling device for industrial CT scanning |
| CN113640149A (en) * | 2021-08-30 | 2021-11-12 | 哈尔滨工业大学 | Composite material in-situ shearing loading equipment suitable for synchrotron radiation CT |
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2017
- 2017-05-17 CN CN201720544167.3U patent/CN206891851U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107084876A (en) * | 2017-05-17 | 2017-08-22 | 绍兴文理学院 | A kind of high temperature of CT real-time three-dimensionals scanning, seepage flow, shearing coupling rock triaxial test system |
| CN111948065A (en) * | 2020-09-04 | 2020-11-17 | 北京理工大学 | High-temperature in-place loading CT (computed tomography) testing system and method based on laboratory X-ray source |
| CN111948065B (en) * | 2020-09-04 | 2024-04-30 | 北京理工大学 | High Wen Zaiwei loading CT test system based on laboratory X-ray source and method thereof |
| CN112067458A (en) * | 2020-09-16 | 2020-12-11 | 东北大学 | Rock true triaxial test system and method integrating microcosmic CT (computed tomography) online scanning |
| WO2022056944A1 (en) * | 2020-09-16 | 2022-03-24 | 东北大学 | Rock true triaxial testing system and method integrated with microscopic ct online scanning |
| CN112964621A (en) * | 2021-02-19 | 2021-06-15 | 中国地质大学（武汉） | Rock-soil body temperature-seepage coupling device for industrial CT scanning |
| CN113640149A (en) * | 2021-08-30 | 2021-11-12 | 哈尔滨工业大学 | Composite material in-situ shearing loading equipment suitable for synchrotron radiation CT |
| CN113640149B (en) * | 2021-08-30 | 2024-01-30 | 哈尔滨工业大学 | Composite material in-situ shear loading equipment suitable for synchrotron radiation CT |
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