CN204374151U - A kind of experiment container being applied to measurement soil ultrasonic disperse energy - Google Patents
A kind of experiment container being applied to measurement soil ultrasonic disperse energy Download PDFInfo
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- CN204374151U CN204374151U CN201520072835.8U CN201520072835U CN204374151U CN 204374151 U CN204374151 U CN 204374151U CN 201520072835 U CN201520072835 U CN 201520072835U CN 204374151 U CN204374151 U CN 204374151U
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Abstract
The utility model belongs to field of laboratory instrument equipment, is specifically related to a kind of experiment container being applied to measurement soil ultrasonic disperse energy.This container is structure as a whole, and mainly comprises vessel port, inwall, outer wall, upper-side hole, lower-side hole, bottom outlet.Inwall side becomes skewed, bottom becomes arc-shaped, interlayer cavity is formed between inner and outer wall, upper-side hole is four Pagoda-shaped joints, in the same plane of outer wall top, become 360 degree be uniformly distributed, lower-side hole is four Pagoda-shaped joints, becomes 360 degree and be uniformly distributed on the downside of outer wall in same plane, bottom outlet is Pagoda-shaped joint, is directly connected with bottom inwall through bottom outer wall.Utilize this container, not only avoid the inconsistent of experiment condition when same soil sample carries out taking turns experiment more between different round, and by forming parital vacuum environment, soil sample liquid and external environment are completely cut off, decrease the loss of ultrasonic energy and soil sample liquid heat energy, improve the measuring accuracy of soil agreegate experimental system on the whole.
Description
Technical field
The utility model belongs to field of laboratory instrument equipment, is specifically related to a kind of experiment container being applied to measurement soil ultrasonic disperse energy.
Background technology
Soil aggregate stability is the important attribute of soil texture, its determine soil behavior, can the output value and suppress the ability that corrodes and degenerate.Mostly the method for earlier evaluations soil aggregate stability is qualitative examination.In recent years gradually towards quantitative examination future development, work out the practical method utilizing ultrasonic action to disperse assessment soil aggregate stability, quantitatively calculated the system of soil ultrasonic disperse energy.But it is 50ml beaker that this cover system tests reaction vessel used.Wherein there are two main deficiencies: one is in order to avoid high temperature is to soil sample structural damage, same soil sample aggregate is disperseed to need to take turns experiment completely, often take turns experiment to complete, beaker is needed to take out cooling from thermally insulated container, place back in heat-insulated container after reaching same initial temperature condition and carry out the experiment of next round ultrasonic disperse, like this because operation reason causes the not quite identical of experiment condition; Two is thermally insulated containers used is that solid material makes, ultrasonic energy can be propagated by thermally insulated container and produce loss, and due to thermal insulation material heat insulation capacity limited, in experiment, soil sample liquid heat energy produces scattering by thermally insulated container, thus causes systematic error.
Summary of the invention
For the problems referred to above, the utility model is intended to design a kind of experiment container being applied to measurement soil ultrasonic disperse energy.
The technical scheme in the invention for solving the technical problem is as follows:
Be applied to the experiment container measuring soil ultrasonic disperse energy, mainly comprise vessel port, inwall, outer wall, upper-side hole, lower-side hole, bottom outlet.Described vessel port, inwall, outer wall, upper-side hole, lower-side hole, bottom outlet are integrated, described inwall side becomes skewed, bottom becomes arc-shaped, interlayer cavity is formed between described inner and outer wall, described upper-side hole is Pagoda-shaped joint, one has four, in the same plane of outer wall top, become 360 degree be uniformly distributed, described lower-side hole is Pagoda-shaped joint, one has four, in the same plane of outer wall bottom, become 360 degree be uniformly distributed, described bottom outlet is Pagoda-shaped joint, is directly connected with bottom inwall through bottom outer wall.
The utility model has the advantages that:
By utilizing ebullator to cool soil sample liquid, instead of container is taken out cooling from experiment hoistable platform, and utilize ebullator to control suitable chilled liquid temperature, decrease the experimental implementation time, improve conventional efficient.
Accompanying drawing illustrates:
Fig. 1 is one-piece construction sectional view of the present utility model;
Fig. 2 is vertical view of the present utility model.
Embodiment:
Consult Fig. 1,2, be applied to the experiment container measuring soil ultrasonic disperse energy, mainly comprise vessel port (1), inwall (2), outer wall (3), upper-side hole (5), lower-side hole (6), bottom outlet (7), described vessel port (1), inwall (2), outer wall (3), upper-side hole (5), lower-side hole (6), bottom outlet (7) is integrated, described inwall (2) side becomes skewed, bottom becomes arc-shaped, interlayer cavity (4) is formed between described inwall (2) and outer wall (3), described upper-side hole (5) is Pagoda-shaped joint, one has four, in the same plane of outer wall (3) top, become 360 degree be uniformly distributed, described lower-side hole (6) is Pagoda-shaped joint, one has four, in the same plane of outer wall (3) bottom, become 360 degree be uniformly distributed, described bottom outlet (7) is Pagoda-shaped joint, directly be connected with inwall (2) bottom through outer wall (3) bottom.
When carrying out testing, whole container is placed on the experiment hoistable platform of central aperture, vessel port (1) installs the rubber plug through processing, and the probe of ultrasonic converter gos deep into soil sample liquid by the perforate in the middle of rubber plug, sensor installation as required on rubber plug; Equally distributed four upper-side holes (5) are connected with ebullator with the silicone tube that autocontrol valve is housed with equally distributed four lower-side holes (6).When carrying out the experiment of soil ultrasonic disperse, utilize ebullator to be taken away by the air of interlayer cavity (4) the inside, form vacuum.Finish one and take turns ultrasonic disperse experiment, utilize ebullator to be circulated by lower-side hole (6), interlayer cavity (4), upper-side hole (5) by cooling liquid, the soil sample liquid of internal tank is cooled.Same soil sample has been disperseed completely, is drained by soil sample liquid, and carry out the cleaning of internal tank by bottom outlet (7), and container need not be taken off from experiment hoistable platform.
A kind of experiment container being applied to measurement soil ultrasonic disperse energy, not only avoid the inconsistent of experiment condition when same soil sample carries out taking turns experiment more between different round, and by forming parital vacuum environment, soil sample liquid and external environment are completely cut off, decrease the loss of ultrasonic energy and soil sample liquid heat energy, improve the measuring accuracy of soil agreegate experimental system on the whole.
Claims (1)
1. be applied to the experiment container measuring soil ultrasonic disperse energy, mainly comprise vessel port (1), inwall (2), outer wall (3), upper-side hole (5), lower-side hole (6), bottom outlet (7):
Be primarily characterized in that:
Described vessel port (1), inwall (2), outer wall (3), upper-side hole (5), lower-side hole (6), bottom outlet (7) are integrated;
Described inwall (2) side becomes skewed, and bottom becomes arc-shaped, forms interlayer cavity (4) between described inwall (2) and outer wall (3);
Described upper-side hole (5) is Pagoda-shaped joint, and one has four, becomes 360 degree and be uniformly distributed in the same plane of outer wall (3) top;
Described lower-side hole (6) is Pagoda-shaped joint, and one has four, becomes 360 degree and be uniformly distributed in the same plane of outer wall (3) bottom;
Described bottom outlet (7) is Pagoda-shaped joint, is directly connected with inwall (2) bottom through outer wall (3) bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520072835.8U CN204374151U (en) | 2015-01-27 | 2015-01-27 | A kind of experiment container being applied to measurement soil ultrasonic disperse energy |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520072835.8U CN204374151U (en) | 2015-01-27 | 2015-01-27 | A kind of experiment container being applied to measurement soil ultrasonic disperse energy |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204374151U true CN204374151U (en) | 2015-06-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520072835.8U Expired - Fee Related CN204374151U (en) | 2015-01-27 | 2015-01-27 | A kind of experiment container being applied to measurement soil ultrasonic disperse energy |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204374151U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106018735A (en) * | 2015-11-14 | 2016-10-12 | 西北农林科技大学 | Stirring crushing energy method for evaluation of soil aggregate stability |
-
2015
- 2015-01-27 CN CN201520072835.8U patent/CN204374151U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106018735A (en) * | 2015-11-14 | 2016-10-12 | 西北农林科技大学 | Stirring crushing energy method for evaluation of soil aggregate stability |
| CN106018735B (en) * | 2015-11-14 | 2018-06-12 | 西北农林科技大学 | A kind of stirring crushing energy method for assessing soil aggregate stability |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice |
Addressee: Northwest A & F University Document name: Notification to Pay the Fees |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150603 Termination date: 20160127 |
|
| EXPY | Termination of patent right or utility model |