CN205773612U - Sewage disposal system and sewage collection equipment thereof - Google Patents
Sewage disposal system and sewage collection equipment thereof Download PDFInfo
- Publication number
- CN205773612U CN205773612U CN201620336391.9U CN201620336391U CN205773612U CN 205773612 U CN205773612 U CN 205773612U CN 201620336391 U CN201620336391 U CN 201620336391U CN 205773612 U CN205773612 U CN 205773612U
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- Prior art keywords
- sewage
- collection equipment
- branch sewer
- sewer road
- cell body
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- 239000010865 sewage Substances 0.000 title claims abstract description 152
- 239000012530 fluid Substances 0.000 claims abstract description 8
- 210000005056 cell body Anatomy 0.000 claims description 39
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 15
- 238000007689 inspection Methods 0.000 claims description 6
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims 4
- 239000000377 silicon dioxide Substances 0.000 claims 2
- 238000012423 maintenance Methods 0.000 abstract description 8
- 238000007789 sealing Methods 0.000 abstract description 7
- 238000000034 method Methods 0.000 description 18
- 230000000694 effects Effects 0.000 description 12
- 229920000915 polyvinyl chloride Polymers 0.000 description 11
- 239000004800 polyvinyl chloride Substances 0.000 description 11
- 239000010802 sludge Substances 0.000 description 5
- 230000029087 digestion Effects 0.000 description 4
- 238000001914 filtration Methods 0.000 description 4
- 239000004576 sand Substances 0.000 description 4
- 238000004140 cleaning Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000012528 membrane Substances 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 230000000903 blocking effect Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 239000012535 impurity Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000003647 oxidation Effects 0.000 description 2
- 238000007254 oxidation reaction Methods 0.000 description 2
- 238000012163 sequencing technique Methods 0.000 description 2
- VEXZGXHMUGYJMC-UHFFFAOYSA-M Chloride anion Chemical compound [Cl-] VEXZGXHMUGYJMC-UHFFFAOYSA-M 0.000 description 1
- 208000036626 Mental retardation Diseases 0.000 description 1
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- 210000004027 cell Anatomy 0.000 description 1
- 239000000701 coagulant Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- JEGUKCSWCFPDGT-UHFFFAOYSA-N h2o hydrate Chemical compound O.O JEGUKCSWCFPDGT-UHFFFAOYSA-N 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
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- Sewage (AREA)
Abstract
The utility model discloses a kind of sewage disposal system and sewage collection equipment thereof, sewage collection equipment includes: for the first branch sewer road (2) connected with user's drainage system (1)；The anaerobic digester (3) connected with the outfan of described branch sewer road (2)；The the second branch sewer road (4) connected with the fluid output port of described anaerobic digester (3)；For the sewage main pipe (5) connected with sewage-treatment plant (B), the outfan in described second branch sewer road (4) connects with described sewage main pipe (5), and described sewage main pipe (5) is PVC.The sewage collection equipment that this utility model provides, improves sewage transport sealing, reduces capital cost and maintenance management expense.
Description
Technical field
This utility model relates to technical field of sewage treatment equipment, receives particularly to a kind of sewage disposal system and sewage thereof
Acquisition means.
Background technology
In order to avoid environmental pollution, sewage needs could discharge through sewage disposal.At present, wastewater treatment in China also exists
Serious problem, especially country sewage.
At present, the sanitary sewage of Mei Jia peasant household, all can be through anaerobic digester (as changed excrement before entering sewage main pipe
Pond) process.Wherein, sewage main pipe is mainly reinforced concrete pipiline.In order to ensure that the sewage in sewage main pipe has
Certain flow velocity, it is necessary to assure the layout of sewage main pipe meets gradient demand, this expense having resulted in capital construction is bigger.Along with
Sewage network runs the elongated of time, the phenomenon of mud and sand silting and blocking occurs, considerably increase pipe network in sewage main pipe
Maintenance cost.Due to the self property of reinforced concrete pipiline, its joint is more, and, there is the phenomenon of effluent seepage, seriously
Have impact on sewage transport sealing
Therefore, how to improve sewage transport sealing, reduce capital cost and maintenance management expense, be the art people
Member's problem demanding prompt solution.
Utility model content
In view of this, this utility model provides a kind of sewage collection equipment, to improve sewage transport sealing, reduces base
Build expense and maintenance management expense.The invention also discloses a kind of sewage disposal system.
For achieving the above object, the following technical scheme of this utility model offer:
From above-mentioned technical scheme it can be seen that this utility model provide sewage collection equipment, including:
For the first branch sewer road connected with user's drainage system；
The anaerobic digester connected with the outfan in described branch sewer road；
The the second branch sewer road connected with the fluid output port of described anaerobic digester；
For the sewage main pipe connected with sewage-treatment plant, the outfan in described second branch sewer road and described dirt
Water main pipe connects, and described sewage main pipe is PVC.
Preferably, in above-mentioned sewage collection equipment, the cell body of described anaerobic digester is provided above inspection shaft.
Preferably, in above-mentioned sewage collection equipment, it is provided with in the cell body of described anaerobic digester and described first sewage
The energy dissipating plate that the water side of branch pipe(tube) is correspondingly arranged.
Preferably, in above-mentioned sewage collection equipment, in also including being arranged at the cell body of described anaerobic digester and opening court
On basket grid；
Be additionally provided with the first baffle plate, second baffle and third gear plate in described cell body, described first baffle plate be positioned at described in carry
Basket grid is towards being connected on the sidewall in described first branch sewer road and with the bottom surface of described cell body, and described second baffle is supported in
The bottom surface of described basket grid and being connected with described first baffle plate, described third gear plate is positioned at described basket grid towards described
The top of the sidewall in two branch sewer roads and being connected with the end face of described cell body.
Preferably, in above-mentioned sewage collection equipment, it is additionally provided with in described cell body and is positioned at described basket grid towards described
First scumboard of the side in the first branch sewer road, described first scumboard is connected with the end face of described cell body.
Preferably, in above-mentioned sewage collection equipment, it is provided with in the cell body of described anaerobic digester and described second sewage
The second scumboard that the water intake end of branch pipe(tube) is correspondingly arranged, described second scumboard (39) connects with the end face of described cell body
Connect.
Preferably, in above-mentioned sewage collection equipment, the outfan in described second branch sewer road is provided with check-valves；
Described first branch sewer road and described second branch sewer road are PVC.
Preferably, in above-mentioned sewage collection equipment, the caliber scope in described first branch sewer road is 25mm-80mm, institute
The caliber scope stating the second branch sewer road is 20mm-75mm, and the caliber scope of described sewage main pipe is 75mm-200mm.
This utility model additionally provides a kind of sewage disposal system, including sewage collection equipment, described sewage collection equipment
For the sewage collection equipment as described in above-mentioned any one.
Preferably, in above-mentioned sewage disposal system, the sewage-treatment plant of described sewage disposal system includes biological treatment
The inclined-plate clarifying basin that device and the outfan with described biological treatment device connect.
The sewage collection equipment that this utility model provides, is drawn sewage by user's drainage system by the first branch sewer road
Enter anaerobic digester and carry out anaerobic digestion, then flow to sewage main pipe by the second branch sewer road, sewage main pipe and multiple the
Two branch sewer road connections, form sewage interflow.Wherein, sewage main pipe is PVC, and PVC has inner wall smooth, no
Easily fouling, hydraulics is good, corrosion-resistant, lightweight, it is easy to connect to process and the not advantage such as easy to leak, therefore, decreases pipeline
Joint and the phenomenon of effluent seepage, improve sewage transport sealing；Avoid the laying of reinforced concrete pipiline, and then keep away
Exempt to lay the requirement to the capital construction gradient of the sewage main pipe, reduced the capital cost laying pipeline；Further, in sewage main pipe
Portion's effluent flow rate is relatively big, reaches to wash away voluntarily the effect of inner-walls of duct, self-cleaning effect is preferable, it is to avoid mud and sand silting and pipeline
The situation of blocking, reduces maintenance management expense.
This utility model additionally provides a kind of sewage disposal system with above-mentioned sewage collection equipment.Due to above-mentioned sewage
Collection device has above-mentioned technique effect, and the sewage disposal system with above-mentioned sewage collection equipment also should have same technology
Effect, is no longer discussed in detail at this.
Accompanying drawing explanation
In order to be illustrated more clearly that this utility model embodiment or technical scheme of the prior art, below will be to embodiment
Or the required accompanying drawing used is briefly described in description of the prior art, it should be apparent that, the accompanying drawing in describing below is only
It is embodiments more of the present utility model, for those of ordinary skill in the art, in the premise not paying creative work
Under, it is also possible to other accompanying drawing is obtained according to these accompanying drawings.
The structural representation of the sewage collection equipment that Fig. 1 provides for this utility model embodiment；
The structural representation of the sewage disposal system that Fig. 2 provides for this utility model embodiment.
Wherein,
Sewage collection equipment-A, user drainage system-1, the first branch sewer road-2, anaerobic digester-3, cell body-31,
Basket grid-32, inspection shaft-33, energy dissipating plate-34, the first scumboard-35, the first baffle plate-36, second baffle-37, the 3rd
Baffle plate-38, the second scumboard-39, the second branch sewer road-4, check-valves-41, sewage main pipe-5, sewage-treatment plant-
B, biological treatment device-6, inclined-plate clarifying basin-7.
Detailed description of the invention
The utility model discloses a kind of sewage collection equipment, to improve sewage transport sealing, reduce capital cost and
Maintenance management expense.The invention also discloses a kind of sewage disposal system.
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of this utility model rather than whole
Embodiment.Based on the embodiment in this utility model, those of ordinary skill in the art are not under making creative work premise
The every other embodiment obtained, broadly falls into the scope of this utility model protection.
Refer to the structural representation of the sewage collection equipment that Fig. 1 and Fig. 2, Fig. 1 provide for this utility model embodiment；Figure
The structural representation of 2 sewage disposal systems provided for this utility model embodiment.
A kind of sewage collection equipment that this utility model embodiment provides, including the first branch sewer road 2, anaerobic digester
3, the second branch sewer road 4 and sewage main pipe 5.Wherein, the first branch sewer road 2 is for connecting with user's drainage system 1, dirty
Water main pipe 5 is for connecting with sewage-treatment plant B, and anaerobic digester 3 connects with the outfan in branch sewer road 2, and second is dirty
Water branch pipe(tube) 4 connects with the fluid output port of anaerobic digester 3, and the outfan in the second branch sewer road 4 is with sewage main pipe 5 even
Logical, sewage main pipe 5 is PVC (Polyvinyl chloride, polrvinyl chloride) tubing.
The sewage collection equipment that this utility model embodiment provides, is arranged sewage by user by the first branch sewer road 2
Water system 1 introduces anaerobic digester 3 and carries out anaerobic digestion, then is flow to sewage main pipe 5, sewage master by the second branch sewer road 4
Main 5 connects with multiple second branch sewer roads 4, forms sewage interflow.Wherein, sewage main pipe 5 is PVC, PVC
Have inner wall smooth, less scaling, hydraulics good, corrosion-resistant, lightweight, process the easy to connect and not advantage such as easy to leak,
Therefore, decrease the phenomenon of pipe joint and effluent seepage, improve sewage transport sealing；Avoid concrete reinforced pipe
The laying in road, and then avoid the laying sewage main pipe 5 requirement to the capital construction gradient, reduce the capital cost laying pipeline；
Further, the internal effluent flow rate of sewage main pipe 5 is relatively big, reaches to wash away voluntarily the effect of inner-walls of duct, and self-cleaning effect is preferable, keeps away
Exempt from the situation of mud and sand silting and pipeline blockage, reduce maintenance management expense.
The cell body 31 of anaerobic digester 3 is provided above inspection shaft 33.By arranging above-mentioned inspection shaft 33, in order to observe
Situation within cell body 31.Wherein, depending on the quantity of inspection shaft 33 and position are according to the practical structures of anaerobic digester 3.
The energy dissipating plate that the water side with the first branch sewer road 2 is correspondingly arranged it is provided with in the cell body 31 of anaerobic digester 3
34.The current being flowed into cell body 31 by the water side in the first branch sewer road 2 contact with energy dissipating plate 34, then fall into the end of cell body 31
Portion.By arranging energy dissipating plate 34, it is to avoid current directly contact with at the bottom of pond, and then reduce current and directly impact the bottom of cell body 31
And cause turbulent fluctuation excessive, it is to avoid the mud at the bottom of pond is rushed.
Owing to sewage main pipe 5 is PVC, in order to ensure its intensity, the caliber of sewage main pipe 5 is unsuitable excessive.For
Avoiding bigger solid matter to flow into sewage main pipe 5, the sewage collection equipment that this utility model embodiment provides also includes
It is arranged at the interior and opening up basket grid 32 of cell body 31 of anaerobic digester 3；Be additionally provided with in cell body 31 first baffle plate 36,
Second baffle 37 and third gear plate 38, the first baffle plate 36 be positioned at basket grid 32 towards on the sidewall in the first branch sewer road 2 and
Being connected with the bottom surface of cell body 31, second baffle 37 is supported in the bottom surface of basket grid 32 and is connected with the first baffle plate 36, third gear
Plate 38 is positioned at basket grid 32 and is connected towards the top of the sidewall in the second branch sewer road 4 and with the end face of cell body 31.That is, first
Baffle plate 36, second baffle 37 and third gear plate 38 surround a fluid passage, and basket grid 32 is positioned at this fluid passage so that
Sewage is flowed into basket grid 32 along fluid passage by the opening of basket grid 32, and by the filtering holes stream of basket grid 32 sidewall
Go out, finally flowed out by the second branch sewer road 4.When in basket grid 32, impurity is too much, by basket grid 32 by cell body 31
Put forward, be reentered in cell body 31 after removing internal impurity.Wherein, the aperture span of the filtering holes of basket grid 32 is
1mm-20mm.Further, the first baffle plate 36 is connected with the bottom surface of cell body 31, effectively prevent the mud at the bottom of pond and flows to the second sewage and prop up
Pipeline 4.
The first scumboard being positioned at basket grid 32 towards the side in the first branch sewer road 2 it is additionally provided with in cell body 31
35, the first scumboard 35 is connected with the end face of cell body 31.That is, this first scumboard 35 is positioned at the first baffle plate 36, second gear
The fluid passage that plate 37 and third gear plate 38 surround is passed through the entrance of basket grid 32, by the first scumboard 35, hinders
Float at this, effectively reduces the concentration of the float flowing out anaerobic digester 3.
Further, it is provided with the water intake end with the second branch sewer road 4 in the cell body 31 of anaerobic digester 3 to be correspondingly arranged
The second scumboard 39, the second scumboard 39 is connected with the end face of cell body 31.It is dirty that second scumboard 39 hinders second
The float of water branch pipe(tube) 4 porch, reduce further the concentration of the float flowing out anaerobic digester 3.
The outfan in the second branch sewer road 4 is provided with check-valves 41.By arranging check-valves 41 so that sewage is only capable of
Flowed to sewage main pipe 5 by the second branch sewer road 4, effectively prevent the feelings of sewage backflow.
Preferably, the first branch sewer road 2 and the second branch sewer road 4 are PVC.By above-mentioned setting, enter one
Step facilitates pipe arrangement.
The caliber scope in the first branch sewer road 2 is 25mm-80mm, and the caliber scope in the second branch sewer road 4 is 20mm-
75mm, the caliber scope of sewage main pipe 5 is 75mm-200mm.That is, the pvc pipe that above-mentioned pipeline all uses diameter to be less than 200mm
Material, owing to its diameter is less, meets crushing resistance demand, and, in pipeline, effluent flow rate is relatively big, reaches to wash away in pipeline voluntarily
The effect of wall, self-cleaning effect is preferable, it is to avoid the situation of mud and sand silting and pipeline blockage, reduces maintenance management expense.Especially
It is sewage main pipe 5, although the caliber of sewage main pipe 5 is slightly larger than the first branch sewer road 2 and the second branch sewer road 4,
But the sewage interflow that the sewage in sewage main pipe 5 is multiple second branch sewer road 4 conveying forms, therefore, sewage main pipe 5
Interior effluent flow rate is bigger.
As in figure 2 it is shown, this utility model embodiment additionally provides a kind of sewage disposal system, including sewage collection equipment A,
Sewage collection equipment A is such as any one sewage collection equipment above-mentioned.Owing to above-mentioned sewage collection equipment A has above-mentioned technology effect
Really, the sewage disposal system with above-mentioned sewage collection equipment A also should have same technique effect, tires out the most one by one at this
State.
In the present embodiment, the sewage-treatment plant B of sewage disposal system includes biological treatment device 6.Sewage-treatment plant B
Water inlet pipe connection sewage main pipe 5 and biological treatment device 6.Wherein, biological treatment device 6 includes Activated Sludge Process
Processing unit, the processing unit of bio membrane process, oxidation pond and wetland etc..Due in the present embodiment without anaerobic digestion pair
Organic degraded in sewage, in combined sewage, organic content is the most sufficient, therefore, uses biological treatment device 6, effectively
Improve treatment effect.Wherein, biological treatment device 6 can use kinds of processes to process, such as Activated Sludge Process or
Bio membrane process etc..Wherein, Activated Sludge Process mainly include A2/O (naerobic-Anoxic-Oxi, anaerobic-anoxic-
Aerobic) technique, SBR (Sequencing Batch Reactor Activated Sludge, sequencing batch active sludge) work
The modification etc. of skill, oxidation ditch process and these techniques；Bio membrane process mainly includes biological filtering tank process, biological rotating disk work
Skill and the modification etc. of these techniques.
Sewage-treatment plant B also includes the inclined-plate clarifying basin 7 connected with the outfan of biological treatment device 6.Sewage by
During biological treatment device 6 flows to inclined-plate clarifying basin 7, add coagulant, reduce phosphorus content further.Sewage is through swash plate
Sedimentation tank 7, effectively removes the suspended particulate substance of residual in sewage, further increases treatment effect.
In a kind of specific embodiment, use biological treatment device 6 that sewage is processed.Wherein, biological treatment device 6
For mental retardation self-loopa sewage-treatment plant.In sewage collection equipment A, the caliber in the first branch sewer road 2 is 50mm, the second sewage
The caliber 30mm of branch pipe(tube) 4, the caliber of sewage main pipe 5 is 75mm.Above-mentioned pipeline is PVC.Sewage is in anaerobic digestion
In the cell body 31 in pond 3, the time of staying is 5 days.Having basket grid 32 in cell body 31, the aperture of the filtering holes of basket grid 32 is
5mm.As follows through the Inlet and outlet water water quality data of this sewage disposal system:
The water quality of table 1 sewage Inlet and outlet water
In this specification, each embodiment uses the mode gone forward one by one to describe, and what each embodiment stressed is and other
The difference of embodiment, between each embodiment, identical similar portion sees mutually.
Described above to the disclosed embodiments, makes professional and technical personnel in the field be capable of or uses this practicality new
Type.Multiple amendment to these embodiments will be apparent from for those skilled in the art, is determined herein
The General Principle of justice can realize in the case of without departing from spirit or scope of the present utility model in other embodiments.Cause
This, this utility model is not intended to be limited to the embodiments shown herein, and is to fit to and principles disclosed herein
The widest scope consistent with features of novelty.
Claims (10)
1. a sewage collection equipment, it is characterised in that including:
For the first branch sewer road (2) connected with user's drainage system (1)；
The anaerobic digester (3) connected with the outfan of described branch sewer road (2)；
The the second branch sewer road (4) connected with the fluid output port of described anaerobic digester (3)；
For the sewage main pipe (5) connected with sewage-treatment plant (B), the outfan in described second branch sewer road (4) with
Described sewage main pipe (5) connects, and described sewage main pipe (5) is PVC.
2. sewage collection equipment as claimed in claim 1, it is characterised in that on the cell body (31) of described anaerobic digester (3)
Side is provided with inspection shaft (33).
3. sewage collection equipment as claimed in claim 1, it is characterised in that in the cell body (31) of described anaerobic digester (3)
It is provided with the energy dissipating plate (34) that the water side with described first branch sewer road (2) is correspondingly arranged.
4. sewage collection equipment as claimed in claim 1, it is characterised in that also include being arranged at described anaerobic digester (3)
Cell body (31) in and opening up basket grid (32)；
The first baffle plate (36), second baffle (37) and third gear plate (38), described first gear it is additionally provided with in described cell body (31)
Plate (36) be positioned at described basket grid (32) towards on the sidewall in described first branch sewer road (2) and with described cell body (31)
Bottom surface connects, and described second baffle (37) is supported in the bottom surface of described basket grid (32) and connects with described first baffle plate (36)
Connecing, described third gear plate (38) is positioned at the described basket grid (32) top towards the sidewall in described second branch sewer road (4)
And be connected with the end face of described cell body (31).
5. sewage collection equipment as claimed in claim 4, it is characterised in that be additionally provided with in described cell body (31) described in being positioned at
Basket grid (32) towards first scumboard (35) of the side in described first branch sewer road (2), described first scum silica frost every
Plate (35) is connected with the end face of described cell body (31).
6. sewage collection equipment as claimed in claim 1, it is characterised in that in the cell body (31) of described anaerobic digester (3)
It is provided with the second scumboard (39) that the water intake end with described second branch sewer road (4) is correspondingly arranged, described second scum silica frost
Dividing plate (39) is connected with the end face of described cell body (31).
7. sewage collection equipment as claimed in claim 1, it is characterised in that the outfan in described second branch sewer road (4)
It is provided with check-valves (41)；
Described first branch sewer road (2) and described second branch sewer road (4) are PVC.
8. the sewage collection equipment as described in any one of claim 1-7, it is characterised in that described first branch sewer road (2)
Caliber scope be 25mm-80mm, the caliber scope in described second branch sewer road (4) is 20mm-75mm, described sewage trunk
The caliber scope of pipe (5) is 75mm-200mm.
9. a sewage disposal system, including sewage collection equipment (A), it is characterised in that described sewage collection equipment (A) is such as
Sewage collection equipment described in any one of claim 1-8.
10. sewage disposal system as claimed in claim 9, it is characterised in that the sewage disposal dress of described sewage disposal system
Put the inclined-plate clarifying basin (7) that (B) includes that biological treatment device (6) and the outfan with described biological treatment device (6) connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620336391.9U CN205773612U (en) | 2016-04-20 | 2016-04-20 | Sewage disposal system and sewage collection equipment thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620336391.9U CN205773612U (en) | 2016-04-20 | 2016-04-20 | Sewage disposal system and sewage collection equipment thereof |
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| Publication Number | Publication Date |
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| CN205773612U true CN205773612U (en) | 2016-12-07 |
Family
ID=57410917
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| Application Number | Title | Priority Date | Filing Date |
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| CN201620336391.9U Active CN205773612U (en) | 2016-04-20 | 2016-04-20 | Sewage disposal system and sewage collection equipment thereof |
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| Country | Link |
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| CN (1) | CN205773612U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108174816A (en) * | 2017-12-29 | 2018-06-19 | 五河县智凯环保科技有限公司 | A kind of rural culture industry water circulating repetition utilizes system |
-
2016
- 2016-04-20 CN CN201620336391.9U patent/CN205773612U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108174816A (en) * | 2017-12-29 | 2018-06-19 | 五河县智凯环保科技有限公司 | A kind of rural culture industry water circulating repetition utilizes system |
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Effective date of registration: 20231007 Address after: 101399 north of wenyuying village, Gaoliying Town, Shunyi District, Beijing Patentee after: SHINE (BEIJING) WATER CO.,LTD. Patentee after: Shangchuan (Beijing) Environmental Engineering Co.,Ltd. Address before: Room 3009, 3rd Floor, Municipal Office Building, No. 2 Guangxi Gate Road, Haidian District, Beijing, 100097 Patentee before: SHINE (BEIJING) WATER CO.,LTD. |