CN206916917U - A kind of runoff investigation pond - Google Patents
A kind of runoff investigation pond Download PDFInfo
- Publication number
- CN206916917U CN206916917U CN201720273373.5U CN201720273373U CN206916917U CN 206916917 U CN206916917 U CN 206916917U CN 201720273373 U CN201720273373 U CN 201720273373U CN 206916917 U CN206916917 U CN 206916917U
- Authority
- CN
- China
- Prior art keywords
- pond body
- pond
- water inlet
- runoff investigation
- inverted well
- Prior art date
- 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.)
- Expired - Fee Related
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- 238000011835 investigation Methods 0.000 title claims abstract description 18
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 48
- 239000004576 sand Substances 0.000 claims abstract description 20
- 229920000742 Cotton Polymers 0.000 claims abstract description 19
- 238000005192 partition Methods 0.000 claims abstract description 7
- 238000007789 sealing Methods 0.000 claims description 5
- 238000009434 installation Methods 0.000 description 3
- 239000007788 liquid Substances 0.000 description 3
- 239000000725 suspension Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000008187 granular material Substances 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 241000973497 Siphonognathus argyrophanes Species 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000002706 hydrostatic effect Effects 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 235000020681 well water Nutrition 0.000 description 1
- 239000002349 well water Substances 0.000 description 1
Landscapes
- Filtration Of Liquid (AREA)
Abstract
The utility model discloses a kind of runoff investigation pond, including pond body, the lid being arranged at the top of pond body, it is arranged on the water inlet pipe on pond body top and some outlet pipes, described bottom of pond bottom sets inverted well, desilting partition wall is set between described inverted well and pond body side wall, described pond body is located at water inlet pipe water outlet and is provided with buffer unit, described buffer unit includes the slide rail for being inclined at pond body bottom wall, the bottom of slide rail is fixed with filter cotton component, the position of filter cotton component is corresponding with water inlet pipe delivery port, the pond body bottom is provided with sand bucket in slide rail exit, the water inlet open height of inverted well is higher than the height of desilting partition wall, it, which has, effectively reduces water to bottom of pond impact, silt enters inverted well when reducing overflow recharge.
Description
Technical field
This practicality is related to geothermal energy resources, more particularly to a kind of runoff investigation pond.
Background technology
Now in underground water type ground source heat pump project, the complete recharging technique of underground water in underground water heat-exchange system restricts
The development of underground water type ground source heat pump.Runoff investigation pool technology is applied in underground water type ground source heat pump, can be made full use of and be applied
Workshop, sand setting pretreatment is carried out to recharge water to protect inverted well, and energy equilibrium assignmen adjusts each inverted well recharge amount, and
Itself is acted on certain recharge, as long as there is burying for coarse granule stratum and hydrostatic level in the range of no more than 30 meters buried depth of strata
The deep project for exceeding coarse granule stratum.
Currently used runoff investigation pond is discharged water to prevent water slug pool wall using the tube head of bending to bottom of pond, this
The mode that kind discharges water can bring more silt into overflow recharge and enter inverted well so that pool inner water springs up larger.
Utility model content
This practical purpose is to provide a kind of runoff investigation pond, can effectively reduce water and bottom of pond is impacted, reduce overflow
Silt enters inverted well during recharge.
This practical above-mentioned purpose technical scheme is that:A kind of runoff investigation pond, including pond body,
The lid at the top of pond body, the water inlet pipe for being arranged on pond body top and some outlet pipes are arranged on, pond body bottom sets inverted well,
Desilting partition wall is set between described inverted well and pond body side wall, and described pond body is located at water inlet pipe water outlet and is provided with buffering dress
Put, described buffer unit includes the slide rail for being inclined at pond body bottom wall, and the bottom of slide rail is fixed with filter cotton component, filtered
The position of cotton component is corresponding with water inlet pipe delivery port, and the pond body bottom is provided with sand bucket in slide rail exit, and inverted well enters
The mouth of a river is highly higher than the height of desilting partition wall.
By using above-mentioned technical proposal, filter cotton component in slide rail is flow to after water is then out from water inlet pipe inflow,
The impact to pond body bottom can be effectively reduced by the cushioning effect of filter cotton component, a part of silt can be absorbed in addition,
Silt is effectively reduced to enter in inverted well.
Preferably, described pond body bottom is provided with through hole, pass through sealing ring between described inverted well and through hole.
By using above-mentioned technical proposal, the sealing connected between inverted well and pond body is improved.
Preferably, filter cotton component includes fixed plate and the filter cotton block affixed with fixed plate, on described slide rail
Provided with spliced eye, described fixed plate is provided with the grafting block coordinated with spliced eye.
By using above-mentioned technical proposal, the setting of spliced eye and grafting block facilitates the installation of filter cotton block.
Preferably, described inverted well water inlet is connected with filter mantle.
By using above-mentioned technical proposal, effectively prevent impurity from entering in inverted well.
Preferably, described pond body bottom is provided with mounting ring, described sand bucket position is in mounting ring.
By using above-mentioned technical proposal, facilitate the installation of sand bucket.
Preferably, the water inlet of described outlet pipe is connected with the bellows of vertical direction setting, on described lid
Provided with the adjusting means that driving bellows is flexible.
By using above-mentioned technical proposal, to facilitate the adjustment bellows mouth of pipe with respect to the height in pond body.
Preferably, described adjusting means includes, one end is affixed with bellows and vertically sliding is connected to lid
Connecting rod on body, it is fixed in connecting rod under buoyancy to drive the buoyant block that bellows stretches.
By using above-mentioned technical proposal, which can follow liquid level to adjust the bellows mouth of pipe.
Preferably, described adjusting means also include be fixed in connection boom end and with the fastener of bellows clamping.
By using above-mentioned technical proposal, convenient installation and dismounting with bellows.
One end that described connecting rod stretches out lid is fixed with limited block.
By using above-mentioned technical proposal, prevent connecting rod from falling into completely in pond body.
In summary, this practicality has the advantages that:Reduce impact of the current to pond body bottom, reduce overflow recharge
When silt enter inverted well, facilitate the position of adjusting water outlet water inlet tube mouth.
Brief description of the drawings
Fig. 1 is example structure schematic diagram;
Fig. 2 is A portions enlarged drawing in Fig. 1;
Fig. 3 is the top view in embodiment;
Fig. 4 is the structural representation of buffer unit in embodiment;
Fig. 5 is sand barrel structure schematic diagram in embodiment;
Fig. 6 is adjusting means structural representation in embodiment.
In figure, 1, pond body;11st, lid;12nd, mounting ring;2nd, water inlet pipe;3rd, inverted well;31st, sand bucket;32nd, filter mantle;
311st, outer eaves;312nd, handle is hung;313rd, suspension ring;4th, buffer unit;41 desilting partition walls;42nd, slide rail;421st, spliced eye;43rd, filter cotton
Component;431st, fixed plate;4311st, grafting block;432nd, filter cotton block;5th, outlet pipe;51st, bellows;6th, adjusting means;61st, it is sliding
Pipe;62nd, fastener;63rd, buoyant block;64th, limited block;7th, sealing ring.
Embodiment
This practicality is described in further detail below in conjunction with accompanying drawing.
Embodiment
Referring to the drawings 1, a kind of runoff investigation pond, including be arranged on underground in cylinder set pond body 1, above set lid
Body 11, the top of pond body 1 are connected with water inlet pipe 2, and the top of regulating reservoir 1 is provided with some outlet pipes 5 along its circumference, outlet pipe 5
Delivery port connects to be not drawn into a part of inverted well figure, is also provided with inverted well 3, inverted well 3 and pond body at the middle part of pond body 1 in addition
Between 1 set sealing ring 7, inverted well 3 water inlet set filter mantle 32, between pond body 1 and inverted well 3 set desilting every
Wall 41.
With reference to accompanying drawing 1, accompanying drawing 2 and Fig. 3, to the structure of water inlet pipe 2 specifically, shoved to reduce in pond to silt
Influence, bottom of pond is provided with buffer unit 4, wherein buffer unit 4, concrete structure includes the slide rail 42 being obliquely installed and solid
The filter cotton component 43 being scheduled on slide rail 42, the delivery port of water inlet pipe 2 are corresponding with slide rail 42, and are set in the exit of slide rail 42
Sand bucket 31 is equipped with, the bottom of pond body 1 sets mounting ring 12.Referring to Fig. 4 for the ease of changing filter cotton component 43, by filter cotton group
The concrete structure of part 43 is arranged to one piece of fixed plate 431, filter cotton block 432 is bonded in fixed plate 431, in fixed plate 431
Grafting block 4311 is set and spliced eye 421 is set on slide rail 42.
Referring to the drawings 5, to the structure of sand bucket 31 specifically, the top of sand bucket 31 is provided with outer eaves 311, outer eaves 311
It can be stuck on the outside of sand groove, in order to which sand bucket 31 is hung out, be welded with the top of sand bucket 31 and hang handle 312, in order to prevent sand
Suspension hook edge is hung during bucket 31 is hung oneself is slided on handle 312, and suspension ring 313 are set among handle 312 hanging.
Accompanying drawing 1 is reviewed, when drawing water clear husky, as pool inner water amount is reduced, silt is under gravity with the trailing edge of water level
In domatic remittance sand bucket 31, sand bucket 31 is hung out from Chi Ding by plant equipment after the completion of drawing water, sand bucket 31 is cleared up
After hang back sand groove.
In order to which the underground water after desilting is carried out into recharge, the top of pond body 1 is also provided with some outlet pipes 5, for by underground
Water introduces inverted well 3, and recharge is carried out under inverted well 5 in pond body 1 and the inverted well collective effect being connected on outlet pipe 5
Work.
Referring to the drawings 1, because water inlet pipe 2 is intake in the bottom of pond body 1, water shoves so that bottom sediment is more, top mud
It is husky less, the mouth of pipe of outlet pipe 5 is provided with bellows 51 for the height of the mouth of pipe of adjusting water outlet pipe 5, the other end of bellows 51 is consolidated
It is scheduled on the bottom of adjusting means 6.
Referring to the drawings 6, to the structure of adjusting means 6 specifically, adjusting means 6 is fixed on the eaves top of pond body 1 outside, tune
Slip pipe 61 is provided among regulating device 6, bellows 51 is fixed in the bottom of slip pipe 61 by fastener 62, relative in order to adjust bellows 51
The height of liquid level in pond body 1, is provided with buoyant block 63 on slip pipe 61, and fastener 62 is positively retained at liquid in the presence of buoyant block 63
Certain position under position, in order to prevent slip pipe 61 from falling into pond body 1 in water level decreasing the top of slip pipe 61 is provided with limited block 64.
This specific embodiment is only the explanation practical to this, and it is not the limitation practical to this, people in the art
Member can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but as long as at this
All protected in practical right by Patent Law.
Claims (9)
- A kind of 1. runoff investigation pond, it is characterised in that:Including pond body(1), it is arranged on pond body(1)The lid at top(11), set In pond body(1)The water inlet pipe on top(2)And some outlet pipes(5), the bottom of pond body (1) sets inverted well(3), described returns Fill well(3)With pond body(1)Desilting partition wall is set between side wall(41), described pond body(1)Positioned at water inlet pipe(2)Water outlet is set There is buffer unit(4), described buffer unit(4)Including being inclined at pond body(1)The slide rail of bottom wall(42), slide rail(42)'s Bottom is fixed with filter cotton component(43), filter cotton component(43)Position and water inlet pipe(2)Delivery port is corresponding, the pond body (1)Bottom is in slide rail(42)Exit is provided with sand bucket(31), inverted well(3)Water inlet open height be higher than desilting partition wall(41)'s Highly.
- 2. runoff investigation pond according to claim 1, it is characterised in that:Described pond body(1)Bottom is provided with through hole, described Inverted well(3)Sealing ring is provided between through hole(7).
- 3. runoff investigation pond according to claim 1, it is characterised in that:Filter cotton component(43)Including fixed plate(431) And and fixed plate(431)Affixed filter cotton block(432), described slide rail(42)It is provided with spliced eye(421), described consolidates Fixed board(431)It is provided with and spliced eye(421)The grafting block of cooperation(4311).
- 4. runoff investigation pond according to claim 1, it is characterised in that:Described inverted well(3)Water inlet was connected with Filter bowl(32).
- 5. runoff investigation pond according to claim 1, it is characterised in that:Described pond body(1)Bottom is provided with mounting ring (12), described sand bucket(31)Positioned at mounting ring(12)It is interior.
- 6. runoff investigation pond according to claim 1, it is characterised in that:Described outlet pipe(5)Water inlet be connected with The bellows that vertical direction is set(51), described lid(11)It is provided with driving bellows(51)Flexible adjusting means(6).
- 7. runoff investigation pond according to claim 5, it is characterised in that:Described adjusting means(6)Including one end and ripple Line pipe(51)Affixed and vertically sliding is connected to lid(11)On connecting rod, be fixed in connecting rod buoyancy make To drive bellows under(51)The buoyant block of stretching(63).
- 8. runoff investigation pond according to claim 7, it is characterised in that:Described adjusting means(6)Also include being fixed in Connect boom end and and bellows(51)The fastener of clamping(62).
- 9. runoff investigation pond according to claim 8, it is characterised in that:Described connecting rod stretches out lid(11)One end It is fixed with limited block(64).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720273373.5U CN206916917U (en) | 2017-03-20 | 2017-03-20 | A kind of runoff investigation pond |
Applications Claiming Priority (1)
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CN201720273373.5U CN206916917U (en) | 2017-03-20 | 2017-03-20 | A kind of runoff investigation pond |
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CN206916917U true CN206916917U (en) | 2018-01-23 |
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CN201720273373.5U Expired - Fee Related CN206916917U (en) | 2017-03-20 | 2017-03-20 | A kind of runoff investigation pond |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109707007A (en) * | 2019-01-14 | 2019-05-03 | 济南大学 | It is a kind of to seep anti-filter recharge system certainly applied to river |
CN109707006A (en) * | 2019-01-14 | 2019-05-03 | 济南大学 | A kind of anti-silting recharge system of fork type applied to river |
-
2017
- 2017-03-20 CN CN201720273373.5U patent/CN206916917U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109707007A (en) * | 2019-01-14 | 2019-05-03 | 济南大学 | It is a kind of to seep anti-filter recharge system certainly applied to river |
CN109707006A (en) * | 2019-01-14 | 2019-05-03 | 济南大学 | A kind of anti-silting recharge system of fork type applied to river |
CN109707006B (en) * | 2019-01-14 | 2024-04-02 | 济南大学 | Shifting fork type silt-preventing recharging system applied to river channel |
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
TR01 | Transfer of patent right | ||
TR01 | Transfer of patent right |
Effective date of registration: 20220418 Address after: 102399 193, 2f, No. 51, Sanjiadian East Street, Mentougou District, Beijing Patentee after: Sinoma (Beijing) Geothermal Energy Technology Co.,Ltd. Address before: Room 202, second floor, 24-6, building 24, No. 11, Beishuncheng street, Xizhimen, Xicheng District, Beijing 100035 Patentee before: BEIJING KUANGLIANDI THERMAL ENGINEERING DESIGN INSTITUTE CO.,LTD. |
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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: 20180123 |