CN205049455U - Improved generation buoyancy formula machinery automatic control soil infiltration appearance - Google Patents
Improved generation buoyancy formula machinery automatic control soil infiltration appearance Download PDFInfo
- Publication number
- CN205049455U CN205049455U CN201520741104.8U CN201520741104U CN205049455U CN 205049455 U CN205049455 U CN 205049455U CN 201520741104 U CN201520741104 U CN 201520741104U CN 205049455 U CN205049455 U CN 205049455U
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- CN
- China
- Prior art keywords
- soil infiltration
- connecting rod
- buoyant spheres
- automatic switch
- water butt
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- 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.)
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Abstract
The utility model provides an improved generation buoyancy formula machinery automatic control soil infiltration appearance, belongs to physical teaching equipment technical field. It includes water storage bucket, buoyancy ball, soil infiltration outer lane and soil infiltration inner circle, and soil infiltration outer lane and soil infiltration inner circle set up with the centre of a circle, connect the outlet pipe on the water storage bucket, and in outlet pipe one end stretched into the water storage bucket, the other end stretched into the soil infiltration inner circle, is equipped with the automatic switch pipe valve in the outlet pipe, was equipped with automatic switch pipe valve connecting rod on the automatic switch pipe valve, and the buoyancy ball connecting rod is connected to automatic switch pipe valve connecting rod, and buoyancy ball is connected to the buoyancy ball connecting rod, and buoyancy ball is arranged in the soil infiltration inner circle. The utility model discloses test effectually, the experimental data is accurate, and scientific using value is high, be suitable for the soil water infiltration test at all kinds, different general configuration of the earth's surface positions.
Description
Technical field
The utility model belongs to physics teaching equipment technical field, is specifically related to a kind of improved buoyancy formula machine automatization and controls soil infiltration instrument.
Background technology
Soil infiltration instrument is used to a kind of instrument measuring soil infiltration rate, is research soil physics and the essential testing apparatus of the soil erosion.Notification number is that the utility model patent of CN202372431U discloses a kind of floatage-type machine automatization control soil infiltration instrument.But this soil infiltration instrument structure also exists huge deficiency, is in particular in: one, due to design, to be fixed on the support bar infiltrated on inner ring too high, and operate instability, be also not easy to regulate; Its two, too complexity is also not bery flexible for buoyant spheres and water butt water delivering orifice connecting rod torque adjusting; Its three, buoyant spheres and water delivering orifice connecting rod related link too much, excessively complicated, fragile also not easy to operate; Its four, structure like this waste material, installs also inconvenient.
Utility model content
For prior art Problems existing, the purpose of this utility model is to design the technical scheme providing a kind of improved buoyancy formula machine automatization to control soil infiltration instrument.
Described a kind of improved buoyancy formula machine automatization controls soil infiltration instrument, it is characterized in that comprising water butt, buoyant spheres, soil infiltration outer ring and soil infiltration inner ring, described soil infiltration outer ring and soil infiltration inner ring concentric are arranged, described water butt connects rising pipe, described rising pipe one end is stretched in water butt, the other end stretches into soil infiltration inner ring, automatic switch pipe valve is provided with in described rising pipe, described automatic switch pipe valve is provided with automatic switch pipe valve connecting rod, described automatic switch pipe valve connecting rod connects buoyant spheres connecting rod, described buoyant spheres connecting rod connects buoyant spheres, described buoyant spheres is arranged in soil infiltration inner ring.
Described a kind of improved buoyancy formula machine automatization controls soil infiltration instrument, it is characterized in that described water butt outer wall is provided with grade scale.
Described a kind of improved buoyancy formula machine automatization controls soil infiltration instrument, it is characterized in that being fixedly installed base bottom described water butt.
Described a kind of improved buoyancy formula machine automatization controls soil infiltration instrument, it is characterized in that one end that described rising pipe stretches into water butt is provided with water delivering orifice.
Described a kind of improved buoyancy formula machine automatization controls soil infiltration instrument, it is characterized in that described rising pipe is provided with rising pipe switch.
Described a kind of improved buoyancy formula machine automatization controls soil infiltration instrument, it is characterized in that described buoyant spheres connecting rod is provided with buoyant spheres up-down adjustment screw-casing.
Described a kind of improved buoyancy formula machine automatization controls soil infiltration instrument, it is characterized in that being provided with between described soil infiltration outer ring and soil infiltration inner ring holding handle.
Described a kind of improved buoyancy formula machine automatization controls soil infiltration instrument, it is characterized in that described base comprises and the Connection Block be connected bottom water butt, the column be connected with Connection Block, the leg be connected with column and the base up-down adjustment screw-casing that is arranged on column.
Above-mentioned a kind of improved buoyancy formula machine automatization controls soil infiltration instrument, and structure is simple, and reasonable in design, compared with prior art, it has following beneficial effect: (1) structure is simple, easily installs, and is easy to regulate, easy to use; (2) field trial, easy to carry, need not be charged, easy and simple to handle; (3) cheap, energy-conserving and environment-protective, good stability; (4) connecting link reduces, not fragile, automatically closes and discharges water flexibly; (5) save material, easily make; (6) experiment effect is good, and experimental data is accurate, and science using value is high; (7) holard penetration testing of all kinds, Different geomorphological positions is suitable for.
The utility model obtains project of national nature science fund project (41471221) and subsidizes.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of base in the utility model;
Fig. 3 is the plan structure schematic diagram of soil infiltration outer ring and soil infiltration inner ring in the utility model.
In figure: 1-base; 101-leg; 102-base up-down adjustment screw-casing; 103-column; 104-Connection Block; 2-water delivering orifice; 3-grade scale; 4-water butt; 5-rising pipe switch; 6-rising pipe; 7-automatic switch pipe valve; 8-automatic switch pipe valve connecting rod; 9-buoyant spheres up-down adjustment screw-casing; 10-buoyant spheres connecting rod; 11-holds handle; 12-buoyant spheres; 13-soil infiltration outer ring; 14-soil infiltration inner ring.
Embodiment
The utility model is further illustrated below in conjunction with Figure of description.
As shown in the figure, a kind of improved buoyancy formula machine automatization control soil infiltration instrument comprises water butt 4, buoyant spheres 12, soil infiltration outer ring 13 and soil infiltration inner ring 14.Water butt 4 outer wall is provided with grade scale 3.Base 1 is provided with bottom water butt 4.Base 1 comprises and the Connection Block 104 be connected bottom water butt 4, the column 103 be connected with Connection Block 104, the leg 101 be connected with column 103 and the base up-down adjustment screw-casing 102 that is arranged on column 103.By adjusting base up-down adjustment screw-casing 102, the height of water butt 4 can be regulated.Water butt 4 connects rising pipe 6, rising pipe 6 one end is stretched in water butt 4, and the other end stretches into soil infiltration inner ring 14.One end that rising pipe 6 stretches into water butt 4 is provided with water delivering orifice 2.Automatic switch pipe valve 7 and rising pipe switch 5 is provided with in rising pipe 6.Automatic switch pipe valve 7 is provided with automatic switch pipe valve connecting rod 8, and automatic switch pipe valve connecting rod 8 connects buoyant spheres connecting rod 10, and buoyant spheres connecting rod 10 connects buoyant spheres 12, and buoyant spheres 12 is arranged in soil infiltration inner ring 14.Conveniently adjust the height of buoyant spheres 12, buoyant spheres connecting rod 10 is provided with buoyant spheres up-down adjustment screw-casing 9.Soil infiltration outer ring 13 and soil infiltration inner ring 14 concentric are arranged, and are provided with between soil infiltration outer ring 13 and soil infiltration inner ring 14 and hold handle 11.
During experiment, soil infiltration outer ring 13 and soil infiltration inner ring 14 cover are imbedded and experimental field requires the degree of depth, rammed earth is used by between soil infiltration outer ring 13 and soil infiltration inner ring 14, the good compacting of soil pad of periphery, soil infiltration outer ring 13, according to rising pipe 6 and soil infiltration outer ring 13, soil infiltration inner ring 14 locus, base 1 is imbedded underground respective depth, ensure 103 one-tenth, column vertical state, the base spinning of the water butt 4 made by the organic glass with grade scale 3 again enters in Connection Block 104, base up-down adjustment screw-casing 102 up-down adjustment, make it rising pipe 6 and be in correct position, buoyant spheres 12 and automatic switch pipe valve connecting rod 8 are connected and fixed, regulate the buoyant spheres up-down adjustment screw-casing 9 of buoyant spheres 12, buoyant spheres 12 is made to be in intended height.
Water butt 4 is filled water, fill water between soil infiltration outer ring 13 and soil infiltration inner ring 14, in soil infiltration inner ring 14, pour intended height water into, make buoyant spheres 12 floating thereon, open rising pipe switch 5, buoyant spheres 12 declines with soil infiltration inner ring 14 water level decreasing.If soil infiltration inner ring 14 water level decreasing is to a certain height, buoyant spheres 12 buoyancy reduces, and buoyant spheres 12 gravity is made a concerted effort downwards with buoyancy, and automatic switch pipe valve 7 rotates counterclockwise to be opened, in water butt 4 water inflow soil infiltration inner ring 14; If water level rises to a certain height, buoyant spheres 12 gravity and buoyancy are made a concerted effort upwards, automatic switch pipe valve 7 rotates clockwise closedown, water butt 4 water stops flowing in soil infiltration inner ring 14, water level in such soil infiltration inner ring 14 just can automatically be declined by buoyant spheres 12 and be risen and automatically control, thus ensure that soil infiltration infiltrates always under a certain pressure.
Shown in the above and figure is only preferred implementation of the present utility model.It should be pointed out that for the person of ordinary skill of the art, under the prerequisite not departing from the utility model principle, can also make some modification and improvement, these also should be considered as belonging to protection domain of the present utility model.
Claims (8)
1. an improved buoyancy formula machine automatization controls soil infiltration instrument, it is characterized in that comprising water butt (4), buoyant spheres (12), soil infiltration outer ring (13) and soil infiltration inner ring (14), described soil infiltration outer ring (13) and soil infiltration inner ring (14) concentric are arranged, described water butt (4) connects rising pipe (6), described rising pipe (6) one end is stretched in water butt (4), the other end stretches into soil infiltration inner ring (14), automatic switch pipe valve (7) is provided with in described rising pipe (6), described automatic switch pipe valve (7) is provided with automatic switch pipe valve connecting rod (8), described automatic switch pipe valve connecting rod (8) connects buoyant spheres connecting rod (10), described buoyant spheres connecting rod (10) connects buoyant spheres (12), described buoyant spheres (12) is arranged in soil infiltration inner ring (14).
2. a kind of improved buoyancy formula machine automatization as claimed in claim 1 controls soil infiltration instrument, it is characterized in that described water butt (4) outer wall is provided with grade scale (3).
3. a kind of improved buoyancy formula machine automatization as claimed in claim 1 controls soil infiltration instrument, it is characterized in that described water butt (4) bottom is fixedly installed base (1).
4. a kind of improved buoyancy formula machine automatization as claimed in claim 1 controls soil infiltration instrument, it is characterized in that one end that described rising pipe (6) stretches into water butt (4) is provided with water delivering orifice (2).
5. a kind of improved buoyancy formula machine automatization as claimed in claim 1 controls soil infiltration instrument, it is characterized in that described rising pipe (6) is provided with rising pipe switch (5).
6. a kind of improved buoyancy formula machine automatization as claimed in claim 1 controls soil infiltration instrument, it is characterized in that described buoyant spheres connecting rod (10) is provided with buoyant spheres up-down adjustment screw-casing (9).
7. a kind of improved buoyancy formula machine automatization as claimed in claim 1 controls soil infiltration instrument, it is characterized in that being provided with between described soil infiltration outer ring (13) and soil infiltration inner ring (14) holding handle (11).
8. a kind of improved buoyancy formula machine automatization as claimed in claim 3 controls soil infiltration instrument, it is characterized in that described base (1) comprises the Connection Block (104), the column (103) be connected with Connection Block (104), the leg (101) be connected with column (103) and the base up-down adjustment screw-casing (102) be arranged on column (103) that are connected with water butt (4) bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520741104.8U CN205049455U (en) | 2015-09-23 | 2015-09-23 | Improved generation buoyancy formula machinery automatic control soil infiltration appearance |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520741104.8U CN205049455U (en) | 2015-09-23 | 2015-09-23 | Improved generation buoyancy formula machinery automatic control soil infiltration appearance |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205049455U true CN205049455U (en) | 2016-02-24 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520741104.8U Expired - Fee Related CN205049455U (en) | 2015-09-23 | 2015-09-23 | Improved generation buoyancy formula machinery automatic control soil infiltration appearance |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205049455U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106092858A (en) * | 2016-08-11 | 2016-11-09 | 山东科技大学 | Dicyclo Automatic-seepage water tester |
| CN111678855A (en) * | 2020-07-30 | 2020-09-18 | 江苏科技大学 | Ring cutter infiltration test device |
-
2015
- 2015-09-23 CN CN201520741104.8U patent/CN205049455U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106092858A (en) * | 2016-08-11 | 2016-11-09 | 山东科技大学 | Dicyclo Automatic-seepage water tester |
| CN111678855A (en) * | 2020-07-30 | 2020-09-18 | 江苏科技大学 | Ring cutter infiltration test device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20160224 Termination date: 20160923 |