CN106248907A - A kind of salt swollen tester sample bucket - Google Patents
A kind of salt swollen tester sample bucket Download PDFInfo
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- CN106248907A CN106248907A CN201610822948.4A CN201610822948A CN106248907A CN 106248907 A CN106248907 A CN 106248907A CN 201610822948 A CN201610822948 A CN 201610822948A CN 106248907 A CN106248907 A CN 106248907A
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Abstract
The invention discloses a kind of salt swollen tester sample bucket, sample bucket includes outer barrel and the inner core being arranged in outer barrel, outer barrel is vertically installed on sample gantry, between outer barrel and inner core, gap constitutes circumference circulation fluid chamber, it is characterized in that, being provided with bottom at interior tube inner chamber bottom surface, bottom upper surface forms interior tube inner chamber bottom surface, bottom periphery is formed can slide up and down with interior tube inner chamber perisporium and contacts, and is provided with the bottom height adjustment mechanism being capable of the regulation of bottom height and position below bottom.The present invention has can adjust specimen height conveniently and efficiently；Realize more environment parameter control, improve test simulation effect, improve the advantages such as test accuracy.
Description
Technical field
The present invention relates to salting earth salt swollen harm research field, be specifically related to the sample bucket of a kind of swollen tester of multi-functional salt
Structure.
Background technology
Salinized soil isSolonchakWithAlkaline earthAnd various salinization,Alkali-affected soilGeneral name.Solonchak refers to soluble-salt in soil
Content reaches there is notable harm to plant growthGreat soil group.Salt content index is different because different salt are grouped into.Alkaline earth refers to soil
Containing harm plant growing and the volume exchangeable sodium of change soil property in earth.Salinized soil be mainly distributed on inland arid,Half Arid area, coastal region also has distribution.Whole world salinized soil area meter about 897.0 ten thousand square kilometres, accounts for world land total
The 6.5% of area, accounts for the 39% of the arid biogeographic zone gross area.China's salinized soil area there are about more than 20 ten thousand square kilometres, accounts for total face, territory
Long-pending 2.1%.The swollen meeting of salt of salinized soil causes ground tympanites, causes the constructure grounds such as highway, airport, house to produce bulge, open
The engineering disease such as split；The engineerings such as the road in NORTHWEST CHINA area, pipeline, transmission of electricity, airport, Fang Jian all relate generally to salting earth salt
Distension syndrome evil problem.Therefore the building construction for saline soil area of studying for salinized soil has realistic meaning very much.
Solving the salt distension syndrome evil of salinized soil, the most basic being intended to understands, by the swollen experimental study of salt, the machine that salting earth salt is swollen
Reason, influence factor and affecting laws thereof.Test that salt is swollen uses the swollen tester of salt to carry out.At present, the swollen tester of existing salt is also deposited
In following more deficiency: 1. can only do the swollen test of salt under temperature (freeze-thaw cycle, thermograde) and load action, it is impossible to realize
The swollen test of water content continually varying drying and watering cycle salt under constant temperature, it is impossible to realize freeze-thaw cycle and drying and watering cycle coupling under load action
The swollen test of salt closed；2. function is simple, and integration degree is low；3. integrally-built sample bucket is used, and salt swollen test sample chi
Very little the biggest, the constraint that during test, sample bucket salt vertical to sample is swollen is obvious, causes result of the test less than normal；4. bucket is tested
Highly certain, cause specimen height size adjusting limited.
Therefore, improve the function of the swollen test apparatus of salt the most further, improve the precision of the swollen test apparatus of salt, to more preferably
Ground provides technical conditions for the research swollen mechanism of salt of salinized soil, influence factor and affecting laws thereof, and becoming this area has considered
Problem.
Summary of the invention
For above-mentioned the deficiencies in the prior art, the technical problem to be solved is: how to provide the one can be square
Adjust specimen height the most quickly；Realize more environment parameter control, improve test simulation effect, improve the salt of test accuracy
Swollen tester sample bucket.
In order to solve above-mentioned technical problem, present invention employs following technical scheme: the application uses based on equipment
State carries out orientation description.
A kind of salt swollen tester sample bucket, sample bucket includes outer barrel and the inner core being arranged in outer barrel, and outer barrel is vertically-mounted
On sample gantry, between outer barrel and inner core, gap constitutes circumference circulation fluid chamber, it is characterised in that set at interior tube inner chamber bottom surface
Being equipped with bottom, bottom upper surface forms interior tube inner chamber bottom surface, bottom periphery and the formation of interior tube inner chamber perisporium and can slide up and down and connect
Touch, the bottom height adjustment mechanism being capable of the regulation of bottom height and position is installed below bottom.
So, by bottom as salinized soil holding members, simple and reliable for structure, bottom can slide up and down and can lean on height
Governor motion regulates so that it is can conveniently realize the adjustment of specimen height, improves test effect.
As optimization, described bottom height adjustment mechanism includes a height adjustment bolt, and height adjustment bolt vertically sets
Putting and screw thread spins and coordinates in the screwed hole in the middle of sample bottom of the barrel, height adjustment bolt upper end is rotatably engaged by bearing
Being connected on bottom, height adjustment bolt lower end is provided with altitude mixture control handle.
The adjustment to specimen height, simple in construction, adjustment side is realized by rotation height regulation handle as such, it is possible to convenient
Just quick reliable.
Further, bottom height adjustment mechanism, also include one and height adjustment bolt spaced scale arranged side by side
Chi, rule is fixed on sample gantry, and height adjustment bolt lower section is additionally provided with an altitude location chi, altitude location
Chi one end can slide up and down to spacing cooperation on the scale, the other end by a bearing being fixed in height adjustment bolt and
Height adjustment bolt is rotatably connected.As such, it is possible to directly observed reading obtains bottom regulation height more easily, enter
And obtain specimen height.
As optimization, the pipeline communication that water container is connected that adds outside inner tank theca and and sample bucket is arranged, inner core
Inwall is additionally provided with air dried cell, and air dried cell is connected with the air compressor machine being positioned at outside sample bucket by gas pipeline, air dried cell
In be additionally provided with gas outlet and be connected to outside sample bucket by outlet pipe.
The most in use, it is possible to realize the simulation of more ambient parameter, it is possible to achieve the control to sample humidity, enter
And realize the swollen test of water content continually varying drying and watering cycle salt under constant temperature, help to realize salinized soil is more comprehensively studied dividing
Analysis.
As optimization, described air dried cell includes the annular groove being circumferentially disposed on inner core inwall, annular groove groove
Mouthful position is closed and is provided with a circle baffle plate, and baffle plate offers some passages, formed between baffle plate and annular groove for and
The ventilating layer of gas pipeline connection.
So, the structure of this air dried cell, air-drying of the sample in internal tube inner chamber can be realized well, the most not
The process of sample self test can be interfered with, it is ensured that result of the test is accurately and reliably.
Further, baffle surface is provided with grenadine, so can be better protected from sample blocking passage, it is also possible to keep away
Be excused from an examination sample enter passage and affect test accuracy.Baffle plate uses soft plastic board and inner surface and inner core surface of internal cavity further
Unanimously；Can conveniently realize installing and sealing, preferably to reduce the impact on test.Yet further, ventilating layer is filled
Being provided with sand grains, sand grains can avoid soft plastic board indent while can ensure that ventilation drying effect well, it is ensured that baffle plate
Inwall profile is consistent with inner core surface of internal cavity, at utmost reduces the impact on test accuracy.1 millimeter is used as preferred sand grains
The homogeneous sand grains of particle diameter, so that the effect above reaches optimal.
As optimization, interior tube inner chamber top face has been disposed adjacent a top circulation fluid chamber, top circulation fluid chamber
Setting is connected with circulation fluid temperature control equipment A circulation by circulation fluid pipeline；Interior tube inner chamber subjacent bottom inner hollow
Arranging formation bottom cycle sap cavity room, circulation fluid pipeline and a circulation fluid temperature control equipment B are passed through in bottom cycle sap cavity room
Circulation connection is arranged.
So, inner core top and bottom can be respectively by the circulation fluids of different temperatures, it is achieved thermograde controls so that
Can preferably simulate the actual environment situation that be there is the temperature difference by downward different buried depth stratum, earth's surface during specimen test, improve test
Simulation effect, improves test accuracy, and salt expandability to salinized soil is better achieved can be studied.
As optimization, being provided with top cover at interior tube inner chamber end face, top cover lower surface constitutes interior tube inner chamber end face, inside top cover
Hollow arranges formation top circulation fluid chamber, and lid periphery is formed can slide up and down with interior tube inner chamber perisporium and contacts, on top cover
Vertically being provided through temperature sensor fixing hole and humidity sensor installing hole, temperature sensor fixing hole is used for installing temperature
Sensor also makes the display part of temperature sensor be exposed to above sample bucket, and humidity sensor installing hole is used for installing humidity
Sensor also makes humidity sensor be exposed to above sample bucket；Top cover be arranged above for detect top cover move up away from
From instrumentation.
So use top cover simultaneously as arranging the basis of top circulation fluid chamber, and realize salinized soil and expand detection
The advantages such as basis, has a simple in construction, easy to detect, can also conveniently arrange temperature sensor and humidity sensor with instead simultaneously
Feedback detection salinized soil internal temperature and humidity condition, it is ensured that in process of the test, state modulator is the most reliable.
As optimization, instrumentation is electronic centigrade scale and is fixed on sample gantry, and electronic centigrade scale lower end is touched
Head and top cover upper surface contact；Can ensure that the accuracy of accuracy of detection.
As optimization, top cover is arranged above the load simulating device for top cover applies downward pressure.
As such, it is possible to dependence load simulating device, it is achieved the load simulation to salinized soil, it is achieved under load action, freeze thawing follows
The swollen test of salt that ring couples with drying and watering cycle.Improve test simulation effect, improve salinized soil performance study analysis ability.
As optimization, described load simulating device, including being positioned at the dowel steel that top cover upper surface is arranged straight up,
Also including that one is horizontally disposed with and apical grafting lever beam above dowel steel, lever beam one end is support end and support end upper surface
Spacing by lever position-limit mechanism, the lever beam other end is loading end and loading end is provided with counterweight loading disc.So, lever is passed through
Mode load negative pressure, one be by lever principle amplify load size, two be can preferably keep in process of the test load
Power size constant, to ensure that dead load simulates effect.Further, lever position-limit mechanism includes that is horizontally placed on a lever beam
The fulcrum beam of top, fulcrum beam spins by screw thread and is vertically provided with a regulation bolt, and regulation bolt lower end and lever beam connect
Touch and form fulcrum.As such, it is possible to regulation to lever level is better achieved, it is ensured that the calculating of carrying accurately and keeps load
The most constant.Further, the upper surface of lever beam loading end is additionally provided with air level, can preferably judge to regulate lever beam
Level.Further, lever beam is male-female engagement with regulation contact position, bolt lower end and at dowel steel tip contact
Spherical structure.As such, it is possible to be accurately positioned out force application location, it is ensured that load loads effect.Yet further, counterweight loading disc
Top surface middle part upwardly extends a vertical peg of formation and is articulated in a hook in the middle part of peg beam loading end lower surface
On.So ensure that the counterweight weight loaded is concentrated to be applied on a point of lever beam, be beneficial to improve the essence that load simulation calculates
Degree.Yet further, in the middle part of top cover inner chamber, corresponding dowel steel position also has the connector that the entirety being vertically connected with is taper type,
To better ensure that the load pressure being delivered to sample end face is as evenly load.
As improving further, described inner core is obtained by the splicing of multiple interior shell rings vertically, between adjacent inner barrel joint by under
The taper hole shape respective outer side edges that in a shell ring upper surface taper type structure upwards is inserted into top in side, shell ring lower surface is corresponding
Be connected, and shell ring move up in shell ring does not retrain upper end in lower end, between adjacent inner barrel joint at cooperation outside be provided with sealing
Film is for completely cutting off the circumferential circulation fluid chamber outside fit clearance and inner core.So make in the swollen process of the test of salt, at utmost
Reduce the constraint of inner core inwall suffered by the axial expansion of sample, substantially reduce the shadow of interior bucket inwall swell increment vertical to sample
Ring, drastically increase test accuracy.
In sum, the present invention has and can adjust specimen height conveniently and efficiently；Realize more environment parameter control,
Improve test simulation effect, improve the advantages such as test accuracy.
Accompanying drawing illustrates:
Fig. 1 is the structural representation of a kind of salt swollen tester embodiment that have employed the present invention.
Fig. 2 is the sectional structure schematic diagram of independent temperature control expansion box in Fig. 1.
Fig. 3 is the structural representation of independent sample barrel section in Fig. 1.
Fig. 4 is the structural representation of independent water adjusting valve in Fig. 1.
Fig. 5 is the structural representation of independent inner cylindrical portion in Fig. 1.
Fig. 6 is the structural representation of independent collet part in Fig. 1.
Fig. 7 is the structural representation of independent header field in Fig. 1.
Fig. 8 is the structural representation of independent bottom cover member in Fig. 1.
Fig. 9 is the part-structure schematic diagram of independent two interior shell rings in Fig. 1.
Figure 10 is the structural representation of independent gas pressure regulator part in Fig. 1.
Figure 11 is the structural representation that can show sample bucket cover portion in Fig. 1.
Detailed description of the invention
The present invention is made the most specifically by the swollen tester of salt and accompanying drawing thereof below in conjunction with a kind of present invention of have employed
Bright.
Optimum embodiment: as shown in figs. 1-11, a kind of swollen tester of salt, including sample bucket and temperature regulation system, examination
Sample bucket includes outer barrel 18 and the inner core being arranged in outer barrel, and outer barrel 18 is vertically installed on sample gantry 13, temperature regulation system
Including a circulation fluid temperature control equipment A6, circulation fluid temperature control equipment A6 by circulation fluid pipeline and outer barrel and inner core it
Between the circumferential circulation fluid chamber circulation connection that constitutes of gap, also include for realizing the examination that the humidity of inner core pilot scale sample is controlled
Sample humidity control system.
This swollen tester of sample salt is in use, it is possible to realize the simulation of more ambient parameter, it is possible to achieve do sample
The control of humidity, and then realize the swollen test of water content continually varying drying and watering cycle salt under constant temperature, help to realize to salinized soil more
Add and comprehensively research and analyse.
In present embodiment, described sample humidity control system include one be arranged at outside sample bucket add water container
4, add water container 4 and be connected to inner tank theca and inner core inner space by pipeline.Needed for so can realizing weighing test
Water joins in water container 4, then controls to enter in interior tube inner chamber, it is achieved the adjustment to sample humidity controls.During enforcement,
Add water container 4 to use installing rack 23 to be arranged on to carry out add water moistening to facilitate by current deadweight higher than the position at sample bucket top.
Add water container further and be provided with water adjusting valve 27, to facilitate control to add water speed, it is to avoid add on the pipeline between sample bucket
Water is too fast to be caused humidity uneven and affects result of the test.
Wherein, described sample humidity control system includes that an air compressor machine 5, air compressor machine 5 outlet side pass through gas pipeline
It is connected to a temperature control expansion box 2, temperature control expansion box 2 is provided with the expansion box attemperating unit realizing internal temperature control, temperature
Control expansion box gas outlet is connected to by gas pipeline be arranged in the air dried cell of inner core inwall, is provided with out in air dried cell
QI KOU is also connected to outside sample bucket by outlet pipe 33.Air compressor machine is preferably the band air compressor machine without hot absorption drier.
As such, it is possible to be pressed in temperature control expansion box by dried air by air compressor machine, it is adjusted to air meet examination
After testing required air pressure and temperature, being re-fed in the air dried cell of inner core inwall, the sample in internal tube inner chamber carries out wind
Dry, to control the change of its humidity, sample humidity is better achieved and controls simulation, improve test simulation effect.Further,
It is provided with gas pressure regulator 40 on gas pipeline between air compressor machine outlet side and temperature control expansion box, is used for controlling temperature control expansion box
Internal air pressure.Its air pressure can be made to keep being scheduled between 10kPa～30kPa, to ensure to air-dry requirement, and do not destroy soil sample
Structure.During enforcement further, temperature control expansion box 2 is additionally provided with gas storage temperature sensor 1, is used for realizing temperature control expansion box 2
The detection of interior air themperature is with conveniently regulating and controlling.
Wherein, described temperature control expansion box being provided with a circulation fluid interlayer, circulation fluid interlayer is followed by pipeline and one
Ring liquid temp controls device C8 circulation connection.So, control to try when the air in temperature control expansion box reaches test by circulation fluid
Sample is temperature required, it is to avoid air themperature and the inconsistent impact on sample precision of sample.
Wherein, temperature control expansion box includes outer case 3 and interior case 10,10 1 lateral surface of interior case and 3 one inner sides of outer case
Fit fixing and air compressor machine outlet side, face is communicated to interior case by this side, remaining side and the unsettled setting of upper bottom surface structure
Become circulation fluid interlayer, between interior case 10 bottom surface and outer case 3 inner bottom surface, be provided with support I-steel 12.This spline structure more closes
Reason, facilitates the installation arranging and facilitating gas pipeline interface of circulation fluid interlayer.Further, interior case is provided with S-shaped dish
Around circulation fluid coil pipe 11, circulation fluid coil pipe 11 two ends are connected by pipeline and described circulation fluid temperature control equipment C8 circulation.
As such, it is possible to effective control to temperature control gas storage the temperature inside the box is better achieved.
Wherein, described air dried cell includes the annular groove being circumferentially disposed on inner core inwall, annular groove notch position
Put closing and be provided with a circle baffle plate 38, baffle plate 38 offers some passages, between baffle plate and annular groove formed for and
The ventilating layer 36 of gas pipeline connection.
So, the structure of this air dried cell, air-drying of the sample in internal tube inner chamber can be realized well, the most not
The process of sample self test can be interfered with, it is ensured that result of the test is accurately and reliably.
Wherein, baffle surface is provided with grenadine 37, so can be better protected from sample blocking passage, it is also possible to avoid
Sample enters passage and affects test accuracy.Soft plastic board and inner surface and interior can also be used by baffle plate further during enforcement
Tube inner chamber surface is consistent；Can conveniently realize installing and sealing, preferably to reduce the impact on test.Yet further, logical
Stratification of wind 36 is filled with sand grains, in sand grains can avoid soft plastic board while can ensure that ventilation drying effect well
Recessed, it is ensured that baffle inner wall profile is consistent with inner core surface of internal cavity, at utmost reduce the impact on test accuracy.As preferred sand
Grain uses homogeneous sand grains or the high rigidity sand grains (such as normal sand sand grains) of 1 millimeter of particle diameter, so that the effect above reaches optimal.
Wherein, interior tube inner chamber top face has been disposed adjacent a top circulation fluid chamber, and top circulation fluid chamber passes through
Circulation fluid pipeline connects setting with described circulation fluid temperature control equipment A6 circulation；Interior tube inner chamber subjacent has been disposed adjacent one
Individual bottom cycle sap cavity room, bottom cycle sap cavity room is connected by circulation fluid pipeline and a circulation fluid temperature control equipment B7 circulation
Logical setting.
So, inner core top and bottom can be respectively by the circulation fluids of different temperatures, it is achieved thermograde controls so that
Can preferably simulate the actual environment situation that be there is the temperature difference by downward different buried depth stratum, earth's surface during specimen test, improve test
Simulation effect, improves test accuracy, and salt expandability to salinized soil is better achieved can be studied.
Wherein, being provided with top cover 32 at interior tube inner chamber end face, top cover 32 lower surface constitutes interior tube inner chamber end face, in top cover 32
Portion's hollow arranges formation top circulation fluid chamber, and lid periphery is formed can slide up and down with interior tube inner chamber perisporium and contacts, top cover
On be vertically provided through temperature sensor fixing hole 32-3 and humidity sensor installing hole 32-4, temperature sensor fixing hole is used
In installing sample temperature sensor 16 and making the display part of sample temperature sensor 16 be exposed to above sample bucket, wet
Degree sensor mounting hole is used for installing humidity sensor 25 and humidity sensor 25 being exposed to above sample bucket；Above top cover
It is additionally provided with the instrumentation 26 moving up distance for detecting top cover.
So use top cover simultaneously as arranging the basis of top circulation fluid chamber, and realize salinized soil and expand detection
The advantages such as basis, has a simple in construction, easy to detect, can also conveniently arrange temperature sensor and humidity sensor with instead simultaneously
Feedback detection salinized soil sample internal temperature and humidity condition, it is ensured that in process of the test, state modulator is the most reliable.
Wherein, instrumentation 26 for electronic centigrade scale and is fixed on sample gantry, electronic centigrade scale lower end contact
Contact with top cover upper surface；Can ensure that the accuracy of accuracy of detection.
Wherein, top cover 32 is arranged above the load simulating device for top cover applies downward pressure.
As such, it is possible to dependence load simulating device, it is achieved the load simulation to salinized soil, it is achieved under load action, freeze thawing follows
The swollen test of salt that ring couples with drying and watering cycle.Improve test simulation effect, improve salinized soil performance study analysis ability.
Wherein, described load simulating device, including being positioned at the dowel steel 32-5 that top cover upper surface is arranged straight up,
Also including that one is horizontally disposed with and apical grafting lever beam 15 above dowel steel, lever beam one end is table on support end and support end
Face is spacing by lever position-limit mechanism, and the lever beam other end is loading end and loading end is provided with and adds for the counterweight loading counterweight 17
Load plate 9.So, loading negative pressure by the way of lever, one is the size amplifying load by lever principle, and two is can be preferably
In holding process of the test, carrying size is constant, to ensure the simulation effect of constant load.During enforcement further, lever limit
Position mechanism includes a fulcrum beam being horizontally placed on above lever beam, fulcrum beam spins by screw thread and is vertically provided with a tune
Joint bolt 24, regulation bolt 24 lower end contacts formation fulcrum with lever beam.As such, it is possible to tune to lever level is better achieved
Joint, it is ensured that the calculating of carrying accurately and keeps loading the most constant.During enforcement, the upper surface of lever beam loading end is additionally provided with
Air level 14, can preferably judge to regulate the level of lever beam.Further, lever beam and regulation contact position, bolt lower end with
And and dowel steel tip contact at be the spherical structure of male-female engagement.As such, it is possible to be accurately positioned out force application location, it is ensured that negative
Carry and load effect.Yet further, the top surface middle part of counterweight loading disc upwardly extends a vertical peg of formation and is articulated in
On a hook in the middle part of peg beam loading end lower surface.So ensure that the counterweight weight loaded is concentrated and be applied to the one of lever beam
On individual point, it is beneficial to improve the precision that load simulation calculates.Yet further, in the middle part of top cover inner chamber, corresponding dowel steel position also has
The entirety being vertically connected with is the connector of taper type, to be preferably delivered on sample with the form of evenly load by load pressure
Surface.
Wherein, being provided with bottom 35 at interior tube inner chamber bottom surface, bottom 35 upper surface forms interior tube inner chamber bottom surface, inside bottom
Hollow arranges formation bottom cycle sap cavity room, and bottom periphery is formed can slide up and down with interior tube inner chamber perisporium and contacts, under bottom
Side is provided with the bottom height adjustment mechanism being capable of the regulation of bottom height and position.During enforcement, bottom 35 bottom surface is additionally provided with
35-2 is exported with bottom cycle liquid chamber bottom circulation fluid entrance 35-1 and bottom circulation fluid.
So, by bottom as salinized soil sample holding members and the basic component of bottom cycle sap cavity room, simple in construction
Reliably, bottom can slide up and down and can lean on height adjustment mechanism to regulate so that it is can conveniently realize the adjustment of specimen height, carry
High test effect.
Wherein, described bottom height adjustment mechanism includes a height adjustment bolt 20, and height adjustment bolt 20 vertically sets
Putting and screw thread spins and coordinates in the screwed hole in the middle of sample bottom of the barrel, height adjustment bolt upper end is joined rotationally by bearing 34
Conjunction is connected on bottom 35, and height adjustment bolt lower end is provided with altitude mixture control handle.
The adjustment to specimen height, simple in construction, adjustment side is realized by rotation height regulation handle as such, it is possible to convenient
Just quick reliable.
Wherein, bottom height adjustment mechanism, also include one and height adjustment bolt spaced rule 22 arranged side by side,
Rule 22 is fixed on sample gantry, and height adjustment bolt lower section is additionally provided with an altitude location chi 21, the most fixed
Chi 21 one end, position can slide up and down to spacing cooperation on rule 22, and the other end is by being fixed in height adjustment bolt 20
Individual bearing and height adjustment bolt 20 are rotatably connected.As such, it is possible to directly observed reading obtains bottom more easily
Regulation height, and then obtain specimen height.
Wherein, outer barrel includes the outer barrel body of cylindrical shape and the end that the entirety being positioned at outer barrel body bottom portion is in the form of annular discs
Torr 19, arranges in the middle part of collet 19 and the screwed hole of height adjustment bolt 20 cooperation, collet 19 is additionally provided with two circulation fluid pipes
Road via and an escape pipe via, collet upper surface is coaxially arranged with two circle draw-in grooves, each clamping of outer barrel body and inner core
And sealing is fixed in corresponding draw-in groove.So, there is simple in construction, the advantage of installation convenient for assembly.
Wherein, outer barrel also includes the sample bucket capping 30 being positioned at outer barrel body upper end, and sample bucket covers 30 level sides
To projection be annular and interior tube inner chamber, sample bucket capping lower surface and outer barrel body upper end and inner core upper end are exposed in middle part
Any one is sealedly and fixedly connected and coordinates (in making its entirety not affect for the embedded grafting that can slide up and down with another one
Cylinder vertically movable), sample bucket capping 30 on be provided with for access add water container conduit interface and by inside connection
Pipeline 29 is connected to interior tube inner chamber, and sample bucket covers the interface 31 being additionally provided with the gas pipeline for accessing temperature control expansion box
And it is connected to air dried cell by internal connection pipeline.So there is simple in construction, installation convenient for assembly and pipe arrangement
Advantage.When being embodied as, sample bucket capping lower surface has to be fixed for the outer barrel fixing with outer barrel body upper end grafting sealing
With cannelure, having the annular flange flange that a circle is downward inside the fixing cannelure of outer barrel, annular flange flange lower end can slide up and down to
Grafting coordinates in a capping connection cannelure of inner core upper surface.Such that can facilitate sample bucket covered and
The realization easy to connect of inner core and outer barrel body seals, and makes again it not affect inner core moving up and down in specimen, protects
Confirmatory test precision is reliable.
In present embodiment, described inner core vertically by multiple interior shell rings 28 splicing obtain, adjacent inner barrel joint 28 between by
The taper hole shape structure that in a shell ring upper surface taper type structure upwards is inserted into top in lower section, shell ring lower surface is corresponding is joined
Close and be connected, and shell ring moves up in shell ring does not retrain upper end in lower end, between adjacent inner barrel joint at cooperation outside be provided with close
Sealer 41 is for completely cutting off the circumferential circulation fluid chamber outside fit clearance and inner core.So make in the swollen process of the test of salt, maximum
Suffered by the axial expansion of degree reduction sample, the constraint of inner core inwall, substantially reduces the impact of swell increment vertical on sample, pole
The earth improves test accuracy.
As a kind of version of diaphragm seal 41 during enforcement, can be to use elastica and be provided separately within adjacent two
At individual interior shell ring cooperation, such consumptive material is less.Can also be the cylindrical shape diaphragm seal using and surrounding whole inner core peripheral surface, this
Sample can better ensure that sealing effectiveness and reduce the effect of constraint value of diaphragm seal self expansion vertical to sample.Preferably seal
The upper and lower two ends of film are fixed on the two ends up and down of outer barrel inwall, make circulation fluid circulate in outer barrel inwall intermembranous with sealing, circulation fluid
During circulation, diaphragm seal can be attached on interior bucket outer wall, the most existing good sealing effectiveness, also has good temperature control effect, and will
The impact that sample vertically expands is preferably minimized.
In present embodiment, each interior shell ring is all correspondingly arranged at least one air dried cell and at least circumference is upper uniformly
Four arranged are for the water inlet adding water sample.So can more preferably and more uniformly improve humidity and control effect.
In this detailed description of the invention, described circulation fluid temperature control equipment A, circulation fluid temperature control equipment B and circulation fluid
Temperature control equipment C all uses High Precision Low Temperature groove, has temperature control convenient, the advantage that control accuracy is high.
Above-mentioned salt is swollen, and tester has the advantages that 1. achieves water content continually varying dry and wet under temperature-controllable
Test that cyclic salt is swollen；2. the swollen test of salt that under load action, freeze-thaw cycle couples is achieved with drying and watering cycle；3. function is integrated
Degree is high, can realize under the influence factors such as freeze-thaw cycle, thermograde, load, drying and watering cycle and each influence factor's coupling condition
The swollen test of salt, and above each factor all can manual control；4. stagewise sample bucket substantially reduces swell increment vertical to sample
Impact, test result more accurate；5. sample drum head supporting plate height can be with up-down adjustment, it is achieved specimen height is at sample bucket (interior bucket)
Any setting in altitude range.
Above-mentioned tester carries out performance detection test, and result of the test shows a high 30cm, the sample of diameter 10cm
Water content from 20% drop to 3%～6% only need 2d～4d(temperature low time the time longer, current temperature is at 0～5 DEG C of needs
6d), the salt bulk using stagewise sample bucket to measure is substantially big compared with the salt bulk that monoblock type sample bucket is measured, and therebetween
Gap increase along with specimen height and increase, and slightly reduce with the increase of specimen finish.During drying and watering cycle circulation experiment
Should strictly control the air pressure of air in calorstat, to avoid air pressure to cross havoc soil sample structure, preferably control within 30kPa.
Therefore the above-mentioned swollen tester of salt is capable of more environment parameter control, improves test simulation effect, there is structure
Simply, test accuracy is high, and sample parameter is the most adjustable, can the many advantage of test method, be highly suitable for salinized soil performance
Research.
Claims (10)
1. a salt swollen tester sample bucket, sample bucket includes outer barrel and the inner core being arranged in outer barrel, and outer barrel is vertically installed at
On sample gantry, between outer barrel and inner core, gap constitutes circumference circulation fluid chamber, it is characterised in that arrange at interior tube inner chamber bottom surface
Have bottom, bottom upper surface to form interior tube inner chamber bottom surface, bottom periphery and the formation of interior tube inner chamber perisporium to can slide up and down and contact,
The bottom height adjustment mechanism being capable of the regulation of bottom height and position is installed below bottom.
2. salt swollen tester sample bucket as claimed in claim 1, it is characterised in that described bottom height adjustment mechanism includes
Individual height adjustment bolt, height adjustment bolt is vertically arranged and screw thread spins and coordinates in the screwed hole in the middle of sample bottom of the barrel,
Height adjustment bolt upper end is rotatably engaged by bearing and is connected on bottom, and height adjustment bolt lower end is provided with altitude mixture control
Handle.
3. salt swollen tester sample bucket as claimed in claim 2, it is characterised in that bottom height adjustment mechanism, also includes one
Individual and height adjustment bolt spaced rule arranged side by side, rule is fixed on sample gantry, height adjustment bolt bottom
Being additionally provided with an altitude location chi on Duan, altitude location chi one end can slide up and down to spacing cooperation on the scale, another
End is rotatably connected by a bearing and the height adjustment bolt being fixed in height adjustment bolt.
4. salt swollen tester sample bucket as claimed in claim 1, it is characterised in that outside inner tank theca and and sample bucket
The pipeline communication that water container is connected that adds arrange, inner core inwall is additionally provided with air dried cell, air dried cell by gas pipeline and
It is positioned at the air compressor machine outside sample bucket to be connected, air dried cell is additionally provided with gas outlet and is connected to outside sample bucket by outlet pipe
Portion.
5. salt swollen tester sample bucket as claimed in claim 4, it is characterised in that described air dried cell includes circumferentially arranged
Annular groove on inner core inwall, annular groove notch position is closed and is provided with a circle baffle plate, baffle plate offers some logical
Pore, is formed for the ventilating layer with gas pipeline communication between baffle plate and annular groove.
6. salt swollen tester sample bucket as claimed in claim 1, it is characterised in that interior tube inner chamber top face has been disposed adjacent
One top circulation fluid chamber, top circulation fluid chamber is connected with circulation fluid temperature control equipment A circulation by circulation fluid pipeline
Arrange；Interior tube inner chamber subjacent has been disposed adjacent a bottom cycle sap cavity room, and circulation fluid pipe is passed through in bottom cycle sap cavity room
Road and a circulation fluid temperature control equipment B circulation connection are arranged.
7. salt swollen tester sample bucket as claimed in claim 6, it is characterised in that be provided with top cover at interior tube inner chamber end face,
Top cover lower surface constitutes interior tube inner chamber end face, and top cover inner hollow arranges formation top circulation fluid chamber, lid periphery and inner core
Inner chamber perisporium forms the contact that can slide up and down, and top cover is vertically provided through temperature sensor fixing hole and humidity sensor
Installing hole, temperature sensor fixing hole is for mounting temperature sensor and makes the display part of temperature sensor be exposed to sample
Above Tong, humidity sensor installing hole is used for installing humidity sensor and humidity sensor being exposed to above sample bucket；Top
Lid is arranged above the instrumentation moving up distance for detecting top cover.
8. salt swollen tester sample bucket as claimed in claim 7, it is characterised in that top cover is arranged above for top cover
Apply the load simulating device of downward pressure.
9. salt swollen tester sample bucket as claimed in claim 8, it is characterised in that described load simulating device, including being positioned at
The dowel steel that top cover upper surface is arranged straight up, also includes that one is horizontally disposed with and apical grafting lever above dowel steel
Beam, lever beam one end be support end and support end upper surface spacing by lever position-limit mechanism, the lever beam other end be loading end and
Loading end is provided with counterweight loading disc.
10. salt swollen tester sample bucket as claimed in claim 1, it is characterised in that described inner core is vertically by multiple inner cores
Joint splicing obtains, and is inserted into top inner core by the taper type structure upwards of shell ring upper surface in lower section between adjacent inner barrel joint
In taper hole shape respective outer side edges corresponding to joint lower surface is connected, and in lower end, shell ring does not retrain upper end, shell ring moves up, adjacent in
Between shell ring at cooperation outside be provided with diaphragm seal for the circumferential circulation fluid chamber completely cutting off outside fit clearance and inner core.
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| CN201610822948.4A CN106248907B (en) | 2016-09-14 | 2016-09-14 | A kind of swollen tester sample bucket of salt |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610822948.4A CN106248907B (en) | 2016-09-14 | 2016-09-14 | A kind of swollen tester sample bucket of salt |
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| CN106248907A true CN106248907A (en) | 2016-12-21 |
| CN106248907B CN106248907B (en) | 2018-07-20 |
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| CN201610822948.4A Expired - Fee Related CN106248907B (en) | 2016-09-14 | 2016-09-14 | A kind of swollen tester sample bucket of salt |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106841277A (en) * | 2017-03-24 | 2017-06-13 | 宁夏大学 | A kind of salinized soil bulging deformation amount and expansive force sensing equipment |
| CN109945928A (en) * | 2019-04-08 | 2019-06-28 | 兰州理工大学 | A kind of salt frost heave tester for realizing coupled heat-moisture-stress effect |
| CN110082508A (en) * | 2019-06-04 | 2019-08-02 | 中国科学院寒区旱区环境与工程研究所 | The swollen characteristic test apparatus of salt marsh earth salt under the conditions of a kind of deflection constraint |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103353514A (en) * | 2013-08-05 | 2013-10-16 | 河南理工大学 | Three-dimensional similar simulation experimental method for groundwater pollution treatment and repair |
| CN103743771A (en) * | 2013-12-04 | 2014-04-23 | 新疆农业大学 | Freeze-thawing circulation detection apparatus for nature saline soil |
| CN203811437U (en) * | 2014-04-06 | 2014-09-03 | 西安科技大学 | Height-adjustable coal rock test sample preparation device |
| CN104181102A (en) * | 2014-08-08 | 2014-12-03 | 太原理工大学 | Experimental device and experimental method of impact drawing-twisting load |
| CN104597222A (en) * | 2015-01-13 | 2015-05-06 | 河南大学 | Large frozen soil model test system with moisturizing function and frost heaving test function |
| CN105865685A (en) * | 2016-04-11 | 2016-08-17 | 三峡大学 | Soil expansion stress test device capable of simulating immersion-air drying cyclic action |
-
2016
- 2016-09-14 CN CN201610822948.4A patent/CN106248907B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103353514A (en) * | 2013-08-05 | 2013-10-16 | 河南理工大学 | Three-dimensional similar simulation experimental method for groundwater pollution treatment and repair |
| CN103743771A (en) * | 2013-12-04 | 2014-04-23 | 新疆农业大学 | Freeze-thawing circulation detection apparatus for nature saline soil |
| CN203811437U (en) * | 2014-04-06 | 2014-09-03 | 西安科技大学 | Height-adjustable coal rock test sample preparation device |
| CN104181102A (en) * | 2014-08-08 | 2014-12-03 | 太原理工大学 | Experimental device and experimental method of impact drawing-twisting load |
| CN104597222A (en) * | 2015-01-13 | 2015-05-06 | 河南大学 | Large frozen soil model test system with moisturizing function and frost heaving test function |
| CN105865685A (en) * | 2016-04-11 | 2016-08-17 | 三峡大学 | Soil expansion stress test device capable of simulating immersion-air drying cyclic action |
Non-Patent Citations (4)
| Title |
|---|
| XU, XZ: "Salt expansion and frost heave of freezing saline soils", 《INTERNATIONAL SYMPOSIUM ON GROUND FREEZING AND FROST ACTION IN SOILS》 * |
| 包卫星: "典型天然盐渍土多次冻融循环盐胀试验研究", 《岩土工程学报》 * |
| 张莎莎: "典型天然粗粒盐渍土盐胀微观机制分析", 《岩土力学》 * |
| 赵栋: "天然粗颗粒硫酸盐渍土盐胀量剧变界限的试验探讨", 《工程勘察》 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106841277A (en) * | 2017-03-24 | 2017-06-13 | 宁夏大学 | A kind of salinized soil bulging deformation amount and expansive force sensing equipment |
| CN106841277B (en) * | 2017-03-24 | 2024-01-26 | 宁夏大学 | Saline soil expansion deformation and expansion force measuring equipment |
| CN109945928A (en) * | 2019-04-08 | 2019-06-28 | 兰州理工大学 | A kind of salt frost heave tester for realizing coupled heat-moisture-stress effect |
| CN110082508A (en) * | 2019-06-04 | 2019-08-02 | 中国科学院寒区旱区环境与工程研究所 | The swollen characteristic test apparatus of salt marsh earth salt under the conditions of a kind of deflection constraint |
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