CN106153409A - Oscillating mode vacuum saturation device - Google Patents
Oscillating mode vacuum saturation device Download PDFInfo
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- CN106153409A CN106153409A CN201510150463.0A CN201510150463A CN106153409A CN 106153409 A CN106153409 A CN 106153409A CN 201510150463 A CN201510150463 A CN 201510150463A CN 106153409 A CN106153409 A CN 106153409A
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- Prior art keywords
- oscillating mode
- bucket
- evacuation
- soil sample
- evacuation bucket
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Abstract
The present invention provides a kind of oscillating mode vacuum saturation device.Described oscillating mode vacuum saturation device includes having the evacuation bucket of receiving space, inlet channel, drainage pipeline, pump-line, pressure-detecting device, soil sample saturator and vibrating device, described inlet channel, described drainage pipeline, described pump-line and described pressure-detecting device are all internal with described evacuation bucket to be connected, described soil sample saturator is located at inside described evacuation bucket, described vibrating device is sheathed on described evacuation bucket, described vibrating device includes two vibrator and lock ring ring, and described two vibrator is located at described evacuation bucket two opposite side.The oscillating mode vacuum saturation device that the present invention provides has the advantage that row's bubble efficiency is high and soil sample saturation boost is effective.
Description
Technical field
The present invention relates to soil test sample saturation technique field, particularly relate to a kind of oscillating mode true
Empty saturation device.
Background technology
Soil test requires that its soil sample has bigger saturation, uses soil sample saturator to make soil sample
Interior hole is filled up by water, and soil sample saturator is typically placed in vacuum extractor formation evacuation
Soil sample is carried out saturated by saturation device.
Evacuation saturation device of the prior art include vacuum pump, close container, inlet channel,
Drainage pipeline, pump-line, soil sample saturator and pressure-detecting device, with the saturated dress of evacuation
Put and soil sample carried out evacuation process, i.e. form negative pressure by the vacuum pump of evacuation saturation device,
Extract the air closed in container out so that it is close to vacuum state.
Soil sample in soil sample saturator is carried out saturated by the evacuation saturation device of prior art, deposits
In following defect: after closing container is bled by vacuum pump, need in container, inject water saturated
Soil sample, the residual air that in water, original molten gas and closing in container does not pumps can at underwater bubble,
Bubble can adsorb is closing container inner wall or the surface of embedded device, and the row's of causing bubble efficiency is low,
Lengthen pumpdown time, soil sample saturation boost weak effect.
Summary of the invention
In order to solve above-mentioned evacuation saturation device row, bubble efficiency is low and soil sample saturation boost
The technical problem of weak effect, the present invention provides a kind of row's bubble efficiency height, soil sample saturation boost
The oscillating mode vacuum saturation device that effective and soil sample saturation can be monitored.
The present invention provide oscillating mode vacuum saturation device, including tool receiving space evacuation bucket,
Inlet channel, drainage pipeline, pump-line, pressure-detecting device, soil sample saturator and vibration
Device, described inlet channel, described drainage pipeline, described pump-line and described pressure detecting
Device is all internal with described evacuation bucket to be connected, and described evacuation bucket is located at by described soil sample saturator
Inside, described vibrating device is sheathed on described evacuation bucket, and described vibrating device includes two vibrations
Device and lock ring ring, described two vibrator is located at described evacuation bucket two opposite side.
In a kind of preferred embodiment of the oscillating mode vacuum saturation device of present invention offer, described
Evacuation bucket includes that staving, bung and rubber washer, described bung are covered on opening of described staving
At Kou, described rubber washer is embedded at the joint of described staving and described bung.
In a kind of preferred embodiment of the oscillating mode vacuum saturation device of present invention offer, described
Inlet channel includes water inlet pipe and is located at the control valve of described water inlet pipe.
In a kind of preferred embodiment of the oscillating mode vacuum saturation device of present invention offer, described
Drainage pipeline includes drain pipe and is located at the control valve of described drain pipe.
In a kind of preferred embodiment of the oscillating mode vacuum saturation device of present invention offer, described
Pump-line includes exhaust tube and is located at the control valve of described exhaust tube.
In a kind of preferred embodiment of the oscillating mode vacuum saturation device of present invention offer, described
Pressure-detecting device includes pressure detecting pipe, vacuum table and is located at the control of described pressure detecting pipe
Valve, described pressure detecting pipe one end connects with described evacuation bucket, and the other end connects described negative pressure
Table, be located at the control valve of described pressure detecting pipe be positioned at described evacuation bucket and described vacuum table it
Between.
Compared to prior art, the oscillating mode vacuum saturation device that the present invention provides has and following has
Benefit effect:
One, by setting up vibrating device, absorption is broken on inner wall of barrel and soil sample saturator surface
The balance of absorption affinity and buoyancy of bubble, accelerate the efficiency of aerofluxus bubble, it is achieved that quickly take out true
Empty except the process of residual air so that the hole in soil sample is easier to be filled up by water, and soil sample saturation carries
Ascending effect is good.
Accompanying drawing explanation
For the technical scheme being illustrated more clearly that in the embodiment of the present invention, below will be to embodiment
In description, the required accompanying drawing used is briefly described, it should be apparent that, in describing below
Accompanying drawing is only some embodiments of the present invention, for those of ordinary skill in the art,
On the premise of not paying creative work, it is also possible to obtain other accompanying drawing according to these accompanying drawings,
Wherein:
Fig. 1 is the structure of a kind of embodiment of the oscillating mode vacuum saturation device that the present invention provides
Schematic diagram；
Fig. 2 is the side view of the saturation device of oscillating mode vacuum shown in Fig. 1.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, to the technical side in the embodiment of the present invention
Case is clearly and completely described, it is clear that described embodiment is only of the present invention
Divide embodiment rather than whole embodiments.Based on the embodiment in the present invention, this area is general
All other embodiments that logical technical staff is obtained under not making creative work premise,
Broadly fall into the scope of protection of the invention.
Please refer to Fig. 1 and Fig. 2, wherein, Fig. 1 is the oscillating mode vacuum that the present invention provides
The structural representation of a kind of embodiment of saturation device, Fig. 2 is that oscillating mode vacuum shown in Fig. 1 is satisfied
Side view with device.It is true that described oscillating mode vacuum saturation device 1 includes having taking out of receiving space
Empty bucket 11, inlet channel 12, drainage pipeline 13, pump-line 14, pressure-detecting device
15, soil sample saturator 16 and vibrating device 17.Described inlet channel 12, described drainage pipeline
13, described pump-line 14 and described pressure-detecting device 15 all with described evacuation bucket 11
Internal connection, it is internal that described evacuation bucket 11 is located at by described soil sample saturator 16, described vibration
Device 17 is sheathed on described evacuation bucket 11.
Described evacuation bucket 11 includes staving 111, bung 113 and rubber washer 115.Described
Bung 113 is covered on the opening part of described staving 111, and described rubber washer 115 is embedded at institute
State the joint of staving 111 and described bung 113.In the present embodiment, described evacuation bucket
11 is cylindrical tube.
Described inlet channel 12 includes water inlet pipe 121 and is located at the control of described water inlet pipe 121
Valve 1.Described water inlet pipe 121 extends vertically through described bung 113, and with described evacuation
The internal connection of bucket 11.
Described drainage pipeline 13 includes drain pipe 131 and is located at the control of described drain pipe 131
Valve 2 133.Described drain pipe 131 extends vertically through described bung 113, and with described evacuation
The internal connection of bucket 11.
Described pump-line 14 includes exhaust tube 141 and is located at the control of described exhaust tube 141
Valve 3 143.Described exhaust tube 141 extends vertically through described bung 113, and with described evacuation
The internal connection of bucket 11.
Described pressure-detecting device 15 includes pressure detecting pipe 151, vacuum table 153 and is located at
The control valve 4 155 of described pressure detecting pipe 151.Described pressure detecting pipe 151 one end and institute
Stating the internal connection of evacuation bucket 11, the other end connects described vacuum table 153, is located at described pressure
The control valve 4 155 of power detection pipe 151 is positioned at described evacuation bucket 11 and described vacuum table 153
Between.
Described soil sample saturator 16 is the cylinder of one end open and inner hollow, is located at described
Evacuation bucket 11 is internal, is used for loading soil sample.
Described vibrating device 17 includes lock ring ring 171 and two vibrator 173.Described lock ring ring
171 around described evacuation bucket 11 outer wall arrange, described two vibrator 173 is fixedly arranged on institute
State lock ring ring 171, and by described lock ring ring 171, described two vibrator 173 is anchored on institute
State evacuation bucket 11 2 opposite side.
The use process of the oscillating mode vacuum saturation device that the present invention provides is as follows:
1. the described soil sample saturator 12 that will be loaded with soil sample is placed in the evacuation of tool receiving space
In bucket 11；2. by inlet channel 15 and described drainage pipeline 16 described in valve closing；③
Open the valve of described pump-line 17, start and its outer vacuum pump being connected, remain described
In evacuation bucket 11, high negative is worth about one minute, carries out evacuation process, is then shut off
The valve of described pump-line 17, stops vacuum pump；4. described inlet channel 15 is opened,
Convey its outer water source connected under atmospheric pressure effect to be flowed in described evacuation bucket 11, reach
Described evacuation bucket 11 volume about 80% time close the valve of described inlet channel 15；⑤
Restarting vacuum pump, the valve then opening described pump-line 17 is carried out again at evacuation
Reason；6. start described vibrating device 13, will be attached to described soil sample saturator 12 and described
The bubble of evacuation bucket 11 inner wall surface shakes de-, and in continuing to take out bucket, residual gas is after about one minute
Stop described vibrating device 13, and close valve and the vacuum pump of described pump-line 17；⑦
Soil sample is carried out saturated with described soil sample saturator 12, and by described soil sample saturation monitoring device
The saturation of 14 pairs of soil samples is monitored, and when reaching required soil sample saturation, opens institute
State bung 113, take out the soil sample of saturation for soil test.
The invention have the benefit that
One, by setting up described vibrating device 17, absorption is broken at described staving 111 inwall
With absorption affinity and the balance of buoyancy of the bubble on described soil sample saturator 16 surface, accelerate aerofluxus
The efficiency of bubble, it is achieved that rapid vacuumizing is except the process of residual air so that the hole in soil sample more holds
Easily being filled up by water, soil sample saturation boost is effective.
The foregoing is only embodiments of the invention, not thereby limit the scope of the claims of the present invention,
Every equivalent structure utilizing description of the invention and accompanying drawing content to be made or equivalence flow process conversion,
Or directly or indirectly it is used in other relevant technical field, the most in like manner it is included in the special of the present invention
In profit protection domain.
Claims (6)
1. an oscillating mode vacuum saturation device, it is characterised in that: include having receiving space
Evacuation bucket, inlet channel, drainage pipeline, pump-line, pressure-detecting device, soil sample are full
With device and vibrating device, described inlet channel, described drainage pipeline, described pump-line and institute
Stating pressure-detecting device all to connect with described evacuation bucket inside, institute is located at by described soil sample saturator
Stating inside evacuation bucket, described vibrating device is sheathed on described evacuation bucket, described vibrating device
Including two vibrator and lock ring ring, described two vibrator is located at described evacuation bucket two opposite side.
Oscillating mode vacuum saturation device the most according to claim 1, it is characterised in that:
Described evacuation bucket includes that staving, bung and rubber washer, described bung are covered on described staving
Opening part, described rubber washer is embedded at the joint of described staving and described bung.
Oscillating mode vacuum saturation device the most according to claim 2, it is characterised in that:
Described inlet channel includes water inlet pipe and is located at the control valve of described water inlet pipe.
Oscillating mode vacuum saturation device the most according to claim 2, it is characterised in that:
Described drainage pipeline includes drain pipe and is located at the control valve of described drain pipe.
Oscillating mode vacuum saturation device the most according to claim 2, it is characterised in that:
Described pump-line includes exhaust tube and is located at the control valve of described exhaust tube.
Oscillating mode vacuum saturation device the most according to claim 1, it is characterised in that:
Described pressure-detecting device includes pressure detecting pipe, vacuum table and is located at described pressure detecting pipe
Control valve, described pressure detecting pipe one end connects with described evacuation bucket, and the other end connects described
Vacuum table, the control valve being located at described pressure detecting pipe is positioned at described evacuation bucket and described negative pressure
Between table.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510150463.0A CN106153409A (en) | 2015-03-24 | 2015-03-24 | Oscillating mode vacuum saturation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510150463.0A CN106153409A (en) | 2015-03-24 | 2015-03-24 | Oscillating mode vacuum saturation device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106153409A true CN106153409A (en) | 2016-11-23 |
Family
ID=57337915
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510150463.0A Pending CN106153409A (en) | 2015-03-24 | 2015-03-24 | Oscillating mode vacuum saturation device |
Country Status (1)
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| CN (1) | CN106153409A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107607385A (en) * | 2017-08-02 | 2018-01-19 | 同济大学 | Vacuum test device for three axle manipulated soil sample preparations |
| CN115178136A (en) * | 2022-07-06 | 2022-10-14 | 浙江科技学院 | Flexible processing equipment for precise electronic components |
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| CN102507398A (en) * | 2011-10-17 | 2012-06-20 | 立邦工业涂料(上海)有限公司 | Measuring method for fineness of electrophoretic coating |
| CN202330120U (en) * | 2011-12-02 | 2012-07-11 | 孙猛 | Vibrating vacuum box |
| CN202614571U (en) * | 2012-04-20 | 2012-12-19 | 中化二建集团有限公司 | Novel vacuum saturation device |
| CN103439203A (en) * | 2013-08-21 | 2013-12-11 | 国家电网公司 | Testing method for dynamic characteristic of soft soil under action of circulation load |
| CN103775069A (en) * | 2013-12-28 | 2014-05-07 | 吉林大学 | Stratigraphic modeling device and method for suspended state hydrates |
| CN104251790A (en) * | 2014-10-09 | 2014-12-31 | 中国地质大学（武汉） | Self-water injection type rock and soil sample saturator |
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2015
- 2015-03-24 CN CN201510150463.0A patent/CN106153409A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102507398A (en) * | 2011-10-17 | 2012-06-20 | 立邦工业涂料(上海)有限公司 | Measuring method for fineness of electrophoretic coating |
| CN202330120U (en) * | 2011-12-02 | 2012-07-11 | 孙猛 | Vibrating vacuum box |
| CN202614571U (en) * | 2012-04-20 | 2012-12-19 | 中化二建集团有限公司 | Novel vacuum saturation device |
| CN103439203A (en) * | 2013-08-21 | 2013-12-11 | 国家电网公司 | Testing method for dynamic characteristic of soft soil under action of circulation load |
| CN103775069A (en) * | 2013-12-28 | 2014-05-07 | 吉林大学 | Stratigraphic modeling device and method for suspended state hydrates |
| CN104251790A (en) * | 2014-10-09 | 2014-12-31 | 中国地质大学（武汉） | Self-water injection type rock and soil sample saturator |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107607385A (en) * | 2017-08-02 | 2018-01-19 | 同济大学 | Vacuum test device for three axle manipulated soil sample preparations |
| CN115178136A (en) * | 2022-07-06 | 2022-10-14 | 浙江科技学院 | Flexible processing equipment for precise electronic components |
| CN115178136B (en) * | 2022-07-06 | 2024-04-02 | 浙江科技学院 | Flexible processing equipment for precise electronic component |
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Application publication date: 20161123 |