CN207717761U - A kind of experimental rig of saturation soil sample - Google Patents
A kind of experimental rig of saturation soil sample Download PDFInfo
- Publication number
- CN207717761U CN207717761U CN201820027040.9U CN201820027040U CN207717761U CN 207717761 U CN207717761 U CN 207717761U CN 201820027040 U CN201820027040 U CN 201820027040U CN 207717761 U CN207717761 U CN 207717761U
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- saturation
- soil sample
- saturator
- water
- experimental rig
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Abstract
The utility model provides a kind of experimental rig of saturation soil sample, including water system, saturation system and control system, the saturation system includes saturator, the saturator is placed in saturation cylinder, it is saturated cylinder lower end and is equipped with water inlet, water system is water tank, and control system includes degasser, booster pump and safety valve, the water tank is sequentially connected degasser, booster pump and safety valve by feed pipe, and feed pipe is connected to across water inlet with saturator.The device makes water quickly flow to penetrate into the hole of soil sample to shorten soil sample saturation time and improve saturation degree under appropriate pressurized state, and apparatus structure is simple, easy to use.
Description
Technical field
The utility model is related to soil test device, more particularly to a kind of experimental rig of saturation soil sample.
Background technology
When carrying out soil physics mechanical test, some need soil sample being manually saturated, to restore soil sample in native annulus
Saturation state in border so that laboratory test results are coincide with engineering actual result.The method that laboratory is saturated soil sample is numerous, often
There are saturating of capillary, carbon dioxide saturation, counter-pressure saturation etc..And the above method all there is a problem that it is certain.
Saturating of capillary is although easy to use, but saturation time is long, and higher requirement is not achieved in saturation degree;Carbon dioxide is saturated soil sample
Method needs to prepare the carbon dioxide of suitable concentration in advance, and time is long, is unfavorable for the convenience used;Back pressure saturation method due to
The limitation of equipment, it is affected more complicated, but have the advantages that saturated velocity is fast, saturation degree is high.
Currently, laboratory test saturation soil sample is to carry out at normal temperatures and pressures, and disposably put the water needed for soil sample and pour
Saturation immersion is carried out in soil sample, causes soil sample saturation to be not thorough so that the physical mechanics test result of soil sample is practical with engineering
Result difference farther out.
Invention content
The technical problem to be solved by the utility model is to provide a kind of experimental rigs of saturation soil sample, in suitably pressurization shape
So that water is quickly flowed under state and penetrates into the hole of soil sample to shorten soil sample saturation time and improve saturation degree, apparatus structure is simple,
It is easy to use.
In order to solve the above technical problems, technical solution used by the utility model is:A kind of experiment dress of saturation soil sample
It sets, including water system, saturation system and control system, the saturation system includes saturator, and the saturator is placed on full
In cylinder, saturation cylinder lower end is equipped with water inlet, and water system is water tank, and control system includes degasser, booster pump and safety valve,
The water tank is sequentially connected degasser, booster pump and safety valve by feed pipe, and feed pipe passes through water inlet to connect with saturator
It is logical.
In preferred scheme, overflow port is set on the saturation cylinder, overflow port is connected to by return pipe with water tank.
In preferred scheme, the feed pipe is equipped with current meter.
In preferred scheme, the water tank upper end is equipped with filler, and the filler is equipped with sealing cover.
In preferred scheme, limiting slot is equipped in the saturation cylinder, saturator is fastened in limiting slot.
In preferred scheme, the saturator upper end is equipped with filter device.
A kind of experimental rig of saturation soil sample provided by the utility model, makes saturated water quickly be flowed under appropriate pressurized state
It is dynamic to penetrate into the hole of soil sample to shorten soil sample saturation time, the speed of soil sample saturation is improved, the time is saved.Meanwhile being arranged
Degasser, reduce saturated water in air content, improve soil sample saturation degree.The overflow port for being saturated cylinder is connected by return pipe and water tank
It is logical, it prevents saturated water from overflowing saturation cylinder and causes water waste and test for contamination place.The filler of setting is on the one hand convenient to water
Case adds water, on the other hand, convenient to test to the air-tightness of whole device.
Description of the drawings
The utility model is described in further detail below in conjunction with the accompanying drawings:
Fig. 1 is the overall structure diagram of the utility model.
In figure:Water tank 1, degasser 2, booster pump 3, safety valve 4, feed pipe 5, saturator 6 are saturated cylinder 7, return pipe 8, stream
Speed meter 9, valve 10, filter device 11, filler 101, water inlet 701, overflow port 702, limiting slot 703.
Specific implementation mode
In Fig. 1, a kind of experimental rig of saturation soil sample, including water system, saturation system and control system, it is described full
Include saturator 6 with system, the saturator 6 is placed in saturation cylinder 7, saturation cylinder 7 using length, width and height be respectively 10cm, 8cm,
The transparent glass cylinder of 5cm, it is convenient that flow in saturation system is observed.It is saturated 7 lower end of cylinder and is equipped with water inlet 701, supply water
System is water tank 1, and water tank 1 facilitates observation water level using the glass jar that length, width and height are respectively 30cm, 25cm, 20cm.Control system
Including degasser 2, booster pump 3 and safety valve 4, the water tank 1 by feed pipe 5 be sequentially connected degasser 2, booster pump 3 and
Safety valve 4, safety valve 4 select solenoid valve, feed pipe 5 to be connected to saturator 6 across water inlet 701.
Overflow port 702 is set on the saturation cylinder 7, and overflow port 702 is connected to by return pipe 8 with water tank 1.
The feed pipe 5 is equipped with current meter 9.The flow velocity of feed pipe 5 is detected by current meter 9.
1 upper end of the water tank is equipped with filler 101, and the filler 101 is equipped with sealing cover 10.
Limiting slot 703 is equipped in the saturation cylinder 7, saturator 6 is fastened in limiting slot 703.
6 upper end of the saturator is equipped with filter device 11.Filter device 11 is that filter paper adds filter cotton in the present embodiment.It is anti-
Only the soil sample in saturator 6 is lost in, meanwhile, the water body in pollution water tank 1 is prevented, booster pump 3 is caused to block.
It is specifically used that steps are as follows:
(1)The soil sample of Beat numbers is fitted into saturator 6 and is put into the limiting slot 703 in saturation cylinder 7 and fixed.
(2)Connect experimental rig, the air-tightness of check device.It is inserted into funnel from filler 101, makes the lower end of funnel
Nozzle is immersed in 1 liquid level of water tank hereinafter, a certain amount of water of funnel addition, is protected in funnel with the liquid level difference of water tank 1 after stopping plus water
It holds constant, it is ensured that device is air tight.
(3)It opens the safety-valve 7, starts degasser 2, be discharged with the gas ensured in device;Start booster pump 3, selection
Suitable flow makes de aerated water flow through soil sample by feed pipe 5 from bottom to top.
(4)Soil sample in saturator 6 is gradually saturated, when water level is more than the overflow port 702 of saturation 7 side wall of cylinder, degassing
Water voluntarily flows into water tank 1 by return pipe 8.
(5)It is full that after continuing several hours, booster pump 3, degasser 2, safety valve 4 are closed successively, take out soil sample and detects it
And degree.
The above embodiments are only the optimal technical scheme of the utility model, and are not construed as the limit for the utility model
System, the technical solution that the scope of protection of the utility model should be recorded with claim include the technical solution of claim record
The equivalents of middle technical characteristic are protection domain.Equivalent replacement i.e. within this range is improved, also in the utility model
Protection domain within.
Claims (6)
1. a kind of experimental rig of saturation soil sample, including water system, saturation system and control system, the saturation system include
Saturator(6), it is characterised in that:The saturator(6)It is placed on saturation cylinder(7)In, it is saturated cylinder(7)Lower end is equipped with water inlet
(701), water system is water tank(1), control system includes degasser(2), booster pump(3)And safety valve(4), the water tank
(1)Pass through feed pipe(5)It is sequentially connected degasser(2), booster pump(3)And safety valve(4), feed pipe(5)Across water inlet
(701)With saturator(6)Connection.
2. a kind of experimental rig of saturation soil sample according to claim 1, it is characterised in that:The saturation cylinder(7)On set
Set overflow port(702), overflow port(702)Pass through return pipe(8)With water tank(1)Connection.
3. a kind of experimental rig of saturation soil sample according to claim 1, it is characterised in that:The feed pipe(5)On set
There is current meter(9).
4. a kind of experimental rig of saturation soil sample according to claim 1, it is characterised in that:The water tank(1)Upper end is set
There is filler(101), the filler(101)It is equipped with sealing cover(10).
5. a kind of experimental rig of saturation soil sample according to claim 1, it is characterised in that:The saturation cylinder(7)In set
There is limiting slot(703), saturator(6)It is fastened on limiting slot(703)It is interior.
6. a kind of experimental rig of saturation soil sample according to claim 1, it is characterised in that:The saturator(6)Upper end
Equipped with filter device(11).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201820027040.9U CN207717761U (en) | 2018-01-08 | 2018-01-08 | A kind of experimental rig of saturation soil sample |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201820027040.9U CN207717761U (en) | 2018-01-08 | 2018-01-08 | A kind of experimental rig of saturation soil sample |
Publications (1)
Publication Number | Publication Date |
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CN207717761U true CN207717761U (en) | 2018-08-10 |
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CN201820027040.9U Expired - Fee Related CN207717761U (en) | 2018-01-08 | 2018-01-08 | A kind of experimental rig of saturation soil sample |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112964524A (en) * | 2021-02-04 | 2021-06-15 | 中国建筑第四工程局有限公司 | Indoor soil sample saturation device and application |
-
2018
- 2018-01-08 CN CN201820027040.9U patent/CN207717761U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112964524A (en) * | 2021-02-04 | 2021-06-15 | 中国建筑第四工程局有限公司 | Indoor soil sample saturation device and application |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180810 Termination date: 20190108 |