CN104749350A - Testing machine for monitoring heat-electricity-flow-force coupling behavior in cement-based material solidification process - Google Patents

Testing machine for monitoring heat-electricity-flow-force coupling behavior in cement-based material solidification process Download PDF

Info

Publication number
CN104749350A
CN104749350A CN201510126157.3A CN201510126157A CN104749350A CN 104749350 A CN104749350 A CN 104749350A CN 201510126157 A CN201510126157 A CN 201510126157A CN 104749350 A CN104749350 A CN 104749350A
Authority
CN
China
Prior art keywords
electricity
nut
based material
inner core
layers
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
CN201510126157.3A
Other languages
Chinese (zh)
Other versions
CN104749350B (en
Inventor
吴迪
刘煜程
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.)
China University of Mining and Technology Beijing CUMTB
Original Assignee
China University of Mining and Technology Beijing CUMTB
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 China University of Mining and Technology Beijing CUMTB filed Critical China University of Mining and Technology Beijing CUMTB
Priority to CN201510126157.3A priority Critical patent/CN104749350B/en
Publication of CN104749350A publication Critical patent/CN104749350A/en
Application granted granted Critical
Publication of CN104749350B publication Critical patent/CN104749350B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
  • Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)

Abstract

The invention discloses a testing machine for monitoring a heat-electricity-flow-force coupling behavior in a cement-based material solidification process. The testing machine comprises a metal frame, wherein the metal frame comprises four threaded supports; an upper plate, a moving plate and a lower plate are sequentially arranged on the threaded supports from top to bottom and are fixedly limited by virtue of seven layers of nuts; a test piece measuring device is arranged on the lower plate; the test piece measuring device comprises an outer cylinder, an inner cylinder and a piston; a test piece is arranged in the inner cylinder; an axial load pressure sensor is arranged on the moving plate; an axial load pressurization device is fixedly arranged on the upper plate; a temperature sensor, a resistivity sensor and a lateral pressure sensor are arranged on the wall of the inner cylinder; and an upper drainage pipe and a lower drainage pipe are arranged on the top and at the bottom of the inner cylinder. According to the testing machine disclosed by the invention, constant high pressure can be maintained for a long time, the observation data change in the whole test cycle can be simultaneously measured, and the solidification characteristics of a solidification material under the pressure condition and the characteristic change of the material on the time effect are conveniently researched.

Description

Heat-electricity-stream-force coupling action behavior test machine in monitoring cement-based material consolidation process
Technical field
The present invention relates to a kind of rock-soil mechanics and engineering test unit, particularly relate to heat-electricity-stream-force coupling action behavior test machine in a kind of monitoring cement-based material consolidation process.
Background technology
For the research consolidation characteristics of cementing material in the situation with pressure and characteristic variations in time effect thereof, can design and a kind ofly can keep high constant voltage in a long time and the consolidation characteristics of cementing material in situation with pressure and the characteristic variations in time effect thereof are studied in the observation data change that can simultaneously record within the whole test period.There is no this type of testing equipment at present to occur.
Summary of the invention
The object of this invention is to provide a kind of can keep high constant voltage in a long time and can record simultaneously within the whole test period observation data change monitoring cement-based material consolidation process in heat-electricity-stream-force coupling action behavior test machine.
The object of the invention is to be achieved through the following technical solutions:
Heat-electricity-stream-force coupling action behavior test machine in monitoring cement-based material consolidation process of the present invention, comprise metal framework, described metal framework comprises 4 thread pillars, described thread pillar is provided with top plate from top to bottom successively, trap and lower plywood, the lower end of described thread pillar is provided with one deck nut, on described thread pillar the below of described lower plywood and above be respectively equipped with two layers of nut and three layers of nut, on described thread pillar the below of described trap and above be respectively equipped with four layers of nut and five layers of nut, on described thread pillar the below of described top plate and above be respectively equipped with six layers of nut and seven layers of nut,
The top of described lower plywood is provided with test specimen measurement mechanism, described test specimen measurement mechanism comprises urceolus and the inner core of mutual intussusception, in described inner core, test specimen is housed, piston is equipped with on top at test specimen in described inner core, the upper end of described piston is against on described trap, the top of described trap is provided with axial load pressure transducer, described top plate is fixed with axial load pressue device, and the pressure rod of described axial load pressue device is against on described axial load pressure transducer through described top plate;
The wall of described inner core is provided with temperature sensor, resistivity sensor and/or lateral pressure sensor, and the top of described inner core and bottom are respectively equipped with drainpipe and lower drainpipe.
As seen from the above technical solution provided by the invention, heat-electricity-stream-force coupling action behavior test machine in the monitoring cement-based material consolidation process that the embodiment of the present invention provides, high constant voltage can be kept in a long time and the observation data change within the whole test period can be recorded simultaneously, be convenient to the research consolidation characteristics of cementing material in situation with pressure and the characteristic variations in time effect thereof, for monitoring heat-electricity-stream-force coupling action behavior in cement-based material consolidation process.
Accompanying drawing explanation
The surface structure schematic diagram of heat-electricity-stream-force coupling action behavior test machine in the monitoring cement-based material consolidation process that Fig. 1 provides for the embodiment of the present invention;
The sectional structure schematic diagram of heat-electricity-stream-force coupling action behavior test machine in the monitoring cement-based material consolidation process that Fig. 2 provides for the embodiment of the present invention;
Fig. 3 is the structural representation carrying slide plate in the embodiment of the present invention.
Embodiment
To be described in further detail the embodiment of the present invention below.
Heat-electricity-stream-force coupling action behavior test machine in monitoring cement-based material consolidation process of the present invention, its preferably embodiment be:
Comprise metal framework, described metal framework comprises 4 thread pillars, described thread pillar is provided with top plate, trap and lower plywood from top to bottom successively, the lower end of described thread pillar is provided with one deck nut, on described thread pillar the below of described lower plywood and above be respectively equipped with two layers of nut and three layers of nut, on described thread pillar the below of described trap and above be respectively equipped with four layers of nut and five layers of nut, on described thread pillar the below of described top plate and above be respectively equipped with six layers of nut and seven layers of nut;
The top of described lower plywood is provided with test specimen measurement mechanism, described test specimen measurement mechanism comprises urceolus and the inner core of mutual intussusception, in described inner core, test specimen is housed, piston is equipped with on top at test specimen in described inner core, the upper end of described piston is against on described trap, the top of described trap is provided with axial load pressure transducer, described top plate is fixed with axial load pressue device, and the pressure rod of described axial load pressue device is against on described axial load pressure transducer through described top plate;
The wall of described inner core is provided with temperature sensor, resistivity sensor and/or lateral pressure sensor, and the top of described inner core and bottom are respectively equipped with drainpipe and lower drainpipe.
The top of described lower plywood is provided with carrying slide plate, and described test specimen measurement mechanism is located on described carrying slide plate.
Described carrying slide plate is for can extract setting out, and described carrying slide plate is provided with test specimen slotted eye, diversion trench and osculum.
Permeable stone is equipped with respectively in upper and lower at test specimen in described inner core.
The sidewall of described piston is located at by described upper drainpipe, and is communicated with the upper space of described inner core by the passage that described internal piston is provided with;
The bottom of described lower plywood is located at by described lower drainpipe, and is communicated with the lower space of described inner core by the through hole that described lower plywood is provided with.
Described axial load pressue device comprises cylinder, and the top of described cylinder is provided with pressure gas.
Also comprise following peripherals:
Air compressor, resistivity calibrated bolck and/or recording instrument without paper.
Heat-electricity-stream-force coupling action behavior test machine in monitoring cement-based material consolidation process of the present invention, high constant voltage can be kept in a long time and the observation data change within the whole test period can be recorded simultaneously, be convenient to the research consolidation characteristics of cementing material in situation with pressure and the characteristic variations in time effect thereof, for monitoring heat-electricity-stream-force coupling action behavior in cement-based material consolidation process.
Specific embodiment:
As shown in Figure 1, Figure 2, Figure 3 shows, comprise metal framework, test specimen Measurement die and peripherals etc.
1, metal framework:
Metal framework comprises top plate, trap, lower plywood, thread pillar and corresponding seven layers of nut.
One deck nut is responsible for the whole testing equipment of leveling, for ensureing the level of equipment set.
Two layers of nut and three layers of nut are responsible for lower plywood to be locked at proper height, and reserve enough spaces for lower drainpipe.
Trap will be locked by four layers of nut and five layers of nut after trap pressure-bearing puts in place, and namely after trap locking, trap keeps high constant voltage by piston in a long time to test specimen.
Six layers of nut and seven layers of nut are responsible for top plate to be locked at proper height.
2, test specimen Measurement die:
Test specimen Measurement die comprises axial load pressue device, axial load pressure transducer, piston, upper drainpipe, urceolus, inner core, permeable stone, temperature sensor, resistivity sensor, lateral pressure sensor and carrying slide plate etc.
Axial load pressue device adopts pressure gas pressurization, produces the pressure to trap.
Axial load pressure transducer is placed in axial load pressue device pressure rod front end, for measuring axial load pressure.
Leave a segment pipe in piston, and be connected with upper drainpipe.
Urceolus is thicker and rigidity is higher, for providing confined pressure in test.
Inner core is thinner, when the on-test non-consolidation of slip for keeping Specimen Shape.
Permeable stone has upper and lower two panels, diameter and slip test specimen diameter coexist mutually piston pressurization time water unnecessary in system can be discharged by upper and lower drainpipe.
Temperature sensor is for measuring the temperature of test specimen inside.
Resistivity sensor is for measuring the resistivity of test specimen, and resistivity probe has certain pattern draft, prevents from tip damage and be convenient to secondary using.
Lateral pressure sensor is for measuring the lateral pressure of slip in consolidation process.
Carrying slide plate can be extracted out, facilitates slip to inject and respective sensor layout, and has corresponding test specimen slotted eye.
3, peripherals:
Peripherals comprises air compressor, resistivity calibrated bolck, recording instrument without paper etc.
Air compressor provides pressure-air, as the source of the gas of axial load pressue device.
Resistivity calibrated bolck is used for calibrated resistance rate sensor reading.
Recording instrument without paper for recording lateral pressure sensor, the reading of resistivity sensor and temperature sensor.
The specific works step of specific embodiment is:
1, after determining test specimen diameter and slip kind, the inner core of suitable dimension and permeable stone (are divided into 150mm, 100mm and 80mm tri-sizes) to be positioned on carrying slide plate in corresponding groove and to keep stable, sensor is put into inner core and interface is connected on corresponding recording instrument without paper, in inner core, inject slip and overlap urceolus, after bubble is discharged on slip surface, put another sheet permeable stone, permeable stone steadily places piston.
2, the carrying slide plate assembling slip is put into the respective slot of metal framework lower plywood.
3, unclamp four layers of nut and five layers of nut of fixing trap, keep trap to be slowly placed on stably on piston.
4, use the pressurization of axial load pressue device, pressure is read by axial load pressure transducer, after being pressurized to the required numerical value of test, stops pressurizeing and stablizing.
5, turn four layers of nut and five layers of nut, trap is depressed, observe axial load pressure sensor readings simultaneously, until when axial load pressure sensor readings is 0, locked by trap by four layers of nut and five layers of nut, the pressure now suffered by slip can be thought and can not to change within the quite a long time.
6, axial load pressue device pressure release.
7, the change in resistance of recording instrument without paper record test specimen, temperature variation and lateral pressure change, the longest sustainable 30 days.
The above; be only the present invention's preferably embodiment, but protection scope of the present invention is not limited thereto, is anyly familiar with those skilled in the art in the technical scope that the present invention discloses; the change that can expect easily or replacement, all should be encompassed within protection scope of the present invention.Therefore, protection scope of the present invention should be as the criterion with the protection domain of claims.

Claims (7)

1. heat-electricity-stream-force coupling action behavior test machine in a monitoring cement-based material consolidation process, it is characterized in that, comprise metal framework, described metal framework comprises 4 thread pillars, described thread pillar is provided with top plate from top to bottom successively, trap and lower plywood, the lower end of described thread pillar is provided with one deck nut, on described thread pillar the below of described lower plywood and above be respectively equipped with two layers of nut and three layers of nut, on described thread pillar the below of described trap and above be respectively equipped with four layers of nut and five layers of nut, on described thread pillar the below of described top plate and above be respectively equipped with six layers of nut and seven layers of nut,
The top of described lower plywood is provided with test specimen measurement mechanism, described test specimen measurement mechanism comprises urceolus and the inner core of mutual intussusception, in described inner core, test specimen is housed, piston is equipped with on top at test specimen in described inner core, the upper end of described piston is against on described trap, the top of described trap is provided with axial load pressure transducer, described top plate is fixed with axial load pressue device, and the pressure rod of described axial load pressue device is against on described axial load pressure transducer through described top plate;
The wall of described inner core is provided with temperature sensor, resistivity sensor and/or lateral pressure sensor, and the top of described inner core and bottom are respectively equipped with drainpipe and lower drainpipe.
2. heat-electricity-stream-force coupling action behavior test machine in monitoring cement-based material consolidation process according to claim 1, it is characterized in that, the top of described lower plywood is provided with carrying slide plate, and described test specimen measurement mechanism is located on described carrying slide plate.
3. heat-electricity-stream-force coupling action behavior test machine in monitoring cement-based material consolidation process according to claim 2, it is characterized in that, described carrying slide plate is for can extract setting out, and described carrying slide plate is provided with test specimen slotted eye, diversion trench and osculum.
4. heat-electricity-stream-force coupling action behavior test machine in monitoring cement-based material consolidation process according to claim 3, it is characterized in that, permeable stone is equipped with respectively in the upper and lower at test specimen in described inner core.
5. heat-electricity-stream-force coupling action behavior test machine in monitoring cement-based material consolidation process according to claim 4, it is characterized in that, the sidewall of described piston is located at by described upper drainpipe, and is communicated with the upper space of described inner core by the passage that described internal piston is provided with;
The bottom of described lower plywood is located at by described lower drainpipe, and is communicated with the lower space of described inner core by the through hole that described lower plywood is provided with.
6. heat-electricity-stream-force coupling action behavior test machine in monitoring cement-based material consolidation process according to claim 5, it is characterized in that, described axial load pressue device comprises cylinder, and the top of described cylinder is provided with pressure gas.
7. heat-electricity-stream-force coupling action behavior test machine in the monitoring cement-based material consolidation process according to any one of claim 1 to 6, is characterized in that, also comprise following peripherals:
Air compressor, resistivity calibrated bolck and/or recording instrument without paper.
CN201510126157.3A 2015-03-20 2015-03-20 Thermo-electrically-stream-force coupling action behavior test machine in monitoring cement-based material consolidation process Expired - Fee Related CN104749350B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510126157.3A CN104749350B (en) 2015-03-20 2015-03-20 Thermo-electrically-stream-force coupling action behavior test machine in monitoring cement-based material consolidation process

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510126157.3A CN104749350B (en) 2015-03-20 2015-03-20 Thermo-electrically-stream-force coupling action behavior test machine in monitoring cement-based material consolidation process

Publications (2)

Publication Number Publication Date
CN104749350A true CN104749350A (en) 2015-07-01
CN104749350B CN104749350B (en) 2016-09-14

Family

ID=53589342

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510126157.3A Expired - Fee Related CN104749350B (en) 2015-03-20 2015-03-20 Thermo-electrically-stream-force coupling action behavior test machine in monitoring cement-based material consolidation process

Country Status (1)

Country Link
CN (1) CN104749350B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117388079A (en) * 2023-10-16 2024-01-12 深圳大学 Device and method for testing three-dimensional soil arch effect under high-water-pressure seepage condition

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101281189A (en) * 2008-05-15 2008-10-08 青岛理工大学 Cement-based material constant-load composite corrosion tester
CN101881715A (en) * 2010-06-04 2010-11-10 安徽省(水利部淮河水利委员会)水利科学研究院 Cement soil plane strain tester
CN202066823U (en) * 2011-03-28 2011-12-07 东南大学 Measuring device for resistivity change in concrete forming process in high-temperature environment
CN102628767A (en) * 2012-03-23 2012-08-08 河海大学 Device and method for testing mechanical properties of pile-soil contact surface
CN202614646U (en) * 2012-04-10 2012-12-19 武汉钢铁(集团)公司 Clamp holder for steel plate corrosion-resistance sample
CN203011798U (en) * 2012-11-30 2013-06-19 长沙理工大学 Comprehensive fresh cement concrete performance tester

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101281189A (en) * 2008-05-15 2008-10-08 青岛理工大学 Cement-based material constant-load composite corrosion tester
CN101881715A (en) * 2010-06-04 2010-11-10 安徽省(水利部淮河水利委员会)水利科学研究院 Cement soil plane strain tester
CN202066823U (en) * 2011-03-28 2011-12-07 东南大学 Measuring device for resistivity change in concrete forming process in high-temperature environment
CN102628767A (en) * 2012-03-23 2012-08-08 河海大学 Device and method for testing mechanical properties of pile-soil contact surface
CN202614646U (en) * 2012-04-10 2012-12-19 武汉钢铁(集团)公司 Clamp holder for steel plate corrosion-resistance sample
CN203011798U (en) * 2012-11-30 2013-06-19 长沙理工大学 Comprehensive fresh cement concrete performance tester

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117388079A (en) * 2023-10-16 2024-01-12 深圳大学 Device and method for testing three-dimensional soil arch effect under high-water-pressure seepage condition

Also Published As

Publication number Publication date
CN104749350B (en) 2016-09-14

Similar Documents

Publication Publication Date Title
CN104390845B (en) Portable multifunctional soil mechanical property test device
CN105571758A (en) Dilatometer for measuring expansive force by constant volume method
CN203443732U (en) Lever and dead weight compound force standard machine
CN106501485B (en) Multi-functional soil sample expansion and shrinkage tester and test method
CN208254963U (en) It is a kind of measurement immersion under the conditions of expand the soil volume change experimental rig
CN106813817B (en) Bidirectional expansion stress measuring tester
CN111796074A (en) Device capable of testing multidirectional deformation and expansive force of expansive soil
CN201828221U (en) Cylinder jacket length and spigot height checking fixture
CN204649237U (en) Swelled ground infiltration, expansion, loading, consolidation testing device
CN203361120U (en) Pore pressure static sounding test device
CN104749350A (en) Testing machine for monitoring heat-electricity-flow-force coupling behavior in cement-based material solidification process
CN202661360U (en) Improved soil water infiltration detecting device
CN203337650U (en) Soil moisture measuring device
CN103323569A (en) Variable-rate pore pressure static sounding test device
CN206177742U (en) Multi -functional loess capability test device that disintegrates
CN203133070U (en) Test device for concrete bulking deformation
CN203069580U (en) Mechanical calibration device for output load of lever type consolidometer
CN203824505U (en) Testing fixture used for detecting workpiece planeness
CN109100229A (en) It is a kind of measurement immersion under the conditions of expand the soil volume change experimental rig
CN104374275A (en) Measuring device for diameter of hole opening
CN212459689U (en) Device capable of testing multidirectional deformation and expansive force of expansive soil
CN203465168U (en) Hardness testing device for rope
CN203396328U (en) Butterfly-valve T-groove wall-depth detecting instrument
CN204228078U (en) Automobile connecting bar self-centering measurement mechanism
CN206656689U (en) Positive three dimensional strain test device of the hexagonal prism as skeleton

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
EXSB Decision made by sipo to initiate substantive examination
SE01 Entry into force of request for substantive examination
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: 20160914

Termination date: 20210320

CF01 Termination of patent right due to non-payment of annual fee