CN208700690U - A kind of artificial wet land system with two-way boring aeration pipe - Google Patents
A kind of artificial wet land system with two-way boring aeration pipe Download PDFInfo
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- CN208700690U CN208700690U CN201820827719.6U CN201820827719U CN208700690U CN 208700690 U CN208700690 U CN 208700690U CN 201820827719 U CN201820827719 U CN 201820827719U CN 208700690 U CN208700690 U CN 208700690U
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- flow
- boring aeration
- aeration pipe
- way boring
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
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Abstract
The utility model discloses a kind of artificial wet land systems with two-way boring aeration pipe, it includes reservoir, rapid filter, surface-flow, MBR film process pond and downlink current wetland, water in reservoir passes through pipeline flow-direction rapid filter, when normal operation, water in rapid filter passes through pipeline flow-direction surface-flow, water in surface-flow passes through pipeline flow-direction downlink current wetland, abnormal running or when needing repairing, water in rapid filter passes through pipeline flow-direction MBR film process pond, two-way boring aeration pipe is equipped in surface-flow, the upper end of two-way boring aeration pipe connects cover sheet by connecting rod.The advantages of the utility model: it is equipped with two-way boring aeration pipe; it can carry out two-way aeration; cover sheet is connected in the upper end of two-way boring aeration pipe; avoid surface-flow substrate clogging outgassing micropore when being packed into hypothallus; the inclined-plane of cover sheet lower end; also the gas come out for outgassing micropore plays buffer function, will not dispel hypothallus.
Description
Technical field
The utility model relates to a kind of artificial wet land systems with two-way boring aeration pipe, belong to municipal works technology neck
Domain.
Background technique
Sponge city is new generation of city storm water man- agement concept, refers to that city is adapting to environmental change and reply rainwater band
Natural calamity come etc. has good " elasticity ", also referred to as " water elasticity city ".It is " extra large that building sponge city will have
Continuous body ".City " cavernous body " both includes the water systems such as river, lake, pond, also including city as greenery patches, garden, permeable road surface
Auxiliary facility.Rainwater, which passes through, to be seeped under these " cavernous bodies ", stagnant storage, purifies, reuse, and last remainder runoff passes through pipe network, pump
Outlet of standing extenuates the pressure of urban waterlogging so as to effectively improve the standard of sewerage system.Wherein wetland be exactly one very
Important purification system, it can purify the rainwater and sewage washed away, by reasonably designing, moreover it is possible to form landscape, but at present
Wet land system there is poor processing effects, growing plants is easily dead, it is difficult in maintenance the deficiencies of, and aerating system exist lack
It falls into.
Utility model content
The technical problems to be solved in the utility model, is to provide a kind of high treating effect, growing plant is not easy death, ties up
Shield simply has the artificial wet land system of two-way boring aeration pipe.
The utility model is realized by following proposal: a kind of artificial wet land system with two-way boring aeration pipe, packet
Reservoir, rapid filter, surface-flow, MBR film process pond and downlink current wetland are included, the water in the reservoir passes through pipeline stream
To the rapid filter, when normal operation, the water in the rapid filter passes through surface-flow described in pipeline flow-direction, the surface-flow
In water by downlink current wetland described in pipeline flow-direction, the water in the downlink current wetland flows to sponge by drainage pipeline
In body water system, abnormal running or when needing repairing, the water in the rapid filter passes through MBR film process described in pipeline flow-direction
Pond, the water in MBR film process pond are flowed in cavernous body water system by drainage pipeline, are equipped in the surface-flow two-way
Boring aeration pipe, the middle position of the two-way boring aeration pipe front and rear sides are provided with multiple outgassing micropores, described two-way to wear
The upper end of hole aeration tube connects cover sheet by connecting rod, and the cover sheet is divided into upper and bottom section, and top is divided into
Semi-circle tubular structure, coaxial with the two-way boring aeration pipe, lower part is divided into the bevel structure to extend outwardly, and upper part is under
Partial junction and the outgassing micropore are in same level.
Spacing between the lower part of the cover sheet and the two-way boring aeration pipe is gradually increased from top to bottom.
The rapid filter is provided with the Dali stone sand that partial size is 20-30mm, and the bottom of the Dali stone sand is equipped with one and wears
The inside of the rapid filter is arranged in one end of hole outlet pipe, the perforation outlet pipe, and the other end passes through the side of the rapid filter
Wall, and be connected to by external pipeline with the surface-flow and MBR film process pond, the upper end of the perforation outlet pipe
It is provided with multiple water holes.
Surface-flow water inlet pipe, the left side wall of the surface-flow pond body are connected on the left side wall of the surface-flow pond body
Inside is equipped with one layer of medical stone layer, and hypothallus is housed inside the surface-flow pond body, and kind has water plant on the hypothallus
A, the top of the hypothallus are equipped with two-way boring aeration pipe, and the two-way boring aeration pipe is fixed on described by aeration bracket
The bottom wall of surface-flow pond body, the aeration bracket pass through the hypothallus, connect on the right side wall of the surface-flow pond body
Surface-flow outlet pipe.
Downlink current wetland outlet pipe, the right side wall inside of pond body are connected on the right side wall of the downlink current wetland pond body
Equipped with one layer of gravel layer A, the bottom wall of pond body is equipped with one layer of metalling, and the upper end of the metalling is equipped with one layer of gravel layer B, institute
It states gravel layer B and is equipped with one layer of soil horizon, planting aquatic plants B on the soil horizon.
The grain size of gravel of the gravel layer A is 5-10mm, and the ballast grain sizes of the metalling are 30-50mm, the gravel
The grain size of gravel of layer B is 60-100mm.
The two-way boring aeration pipe is connected to external aeration generating device by being aerated supervisor.
The utility model has the following beneficial effects:
1, a kind of artificial wet land system with two-way boring aeration pipe of the utility model is aerated in surface-flow,
And aeration tube is two-way boring aeration pipe, can carry out two-way aeration, to providing oxygen, outgassing micropore direction in surface-flow
Front and rear sides, not only aeration area is big, can also solve the problems, such as that the outgassing micropore of general aeration tube can destroy soil horizon downward,
It can be aerated and soil horizon will not be damaged, there is significant；
2, a kind of artificial wet land system with two-way boring aeration pipe of the utility model is in the upper of two-way boring aeration pipe
End connection cover sheet, avoiding surface-flow substrate clogging outgassing micropore when being packed into hypothallus (is first to install when because installing
Two-way boring aeration pipe, then it is transferred to hypothallus), the inclined-plane of cover sheet lower end, the gas also come out for outgassing micropore plays slow
Punching effect, will not dispel hypothallus；
3, a kind of artificial wet land system with two-way boring aeration pipe of the utility model is equipped with MBR film process pond, non-
It when operating normally or needing repairing, can be purified by MBR film process pond, be not in water system situation out of service,
Or the case where untreated sewage is discharged；
4, a kind of high treating effect of the artificial wet land system with two-way boring aeration pipe of the utility model, the plant of growth
Object is not easy death, and easy to maintain；
5, a kind of artificial wet land system with two-way boring aeration pipe of the utility model is equipped with rapid filter, sets in rapid filter
There is Dali stone sand, inceptive filtering can be carried out；
6, a kind of artificial wet land system with two-way boring aeration pipe of the utility model is equipped with surface-flow, rapid filter mistake
The water come is first filtered by medical stone layer, is then purified by hypothallus；
7, a kind of artificial wet land system with two-way boring aeration pipe of the utility model is equipped with downlink current wetland, from table
The water that stream wetland comes is purified through soil horizon, gravel layer B and metalling, and is purified before discharge through gravel layer A；
8, the water in a kind of reservoir of the artificial wet land system with two-way boring aeration pipe of the utility model successively passes through
It crosses rapid filter, cavernous body water is discharged to by drainage pipeline after surface-flow, MBR film process pond, downlink current wetland purify layer by layer
In system.
Detailed description of the invention
Fig. 1 is a kind of two-way boring aeration pipe of the artificial wet land system with two-way boring aeration pipe of the utility model
Side elevational cross-section structural schematic diagram.
Fig. 2 is a kind of structural schematic diagram of the artificial wet land system with two-way boring aeration pipe of the utility model.
Fig. 3 faces section for a kind of rapid filter of the artificial wet land system with two-way boring aeration pipe of the utility model
Structural schematic diagram.
Fig. 4 is that a kind of facing for surface-flow of the artificial wet land system with two-way boring aeration pipe of the utility model is cutd open
Face structural schematic diagram.
Fig. 5 be a kind of downlink current wetland of the artificial wet land system with two-way boring aeration pipe of the utility model just
Depending on the schematic diagram of the section structure.
In figure: 1 is reservoir, and 2 be rapid filter, and 3 be surface-flow, and 4 be MBR film process pond, and 5 be downlink current wetland, 6
It is two-way boring aeration pipe for drainage pipeline, 7,8 be outgassing micropore, and 9 be connecting rod, and 10 be cover sheet, and 11 be Dali stone sand,
12 be perforation outlet pipe, and 13 be surface-flow water inlet pipe, and 14 be medical stone layer, and 15 be hypothallus, and 16 be water plant A, and 17 are
It is aerated bracket, 18 be surface-flow outlet pipe, and 19 be downlink current wetland outlet pipe, and 20 be gravel layer A, and 21 be metalling, 22
It is soil horizon for gravel layer B, 23,24 be water plant B, and 25 be aeration supervisor.
Specific embodiment
Below with reference to Fig. 1-5, the present invention will be further described, but scope of protection of the utility model is not limited in described
Hold.
Wherein identical components are presented with like reference characters.It should be noted that word used in the following description
Language "front", "rear", "left", "right", "up" and "down" refer to that the direction in attached drawing, word "inner" and "outside" refer respectively to court
To or far from geometric center of specific component direction, and attached drawing is all made of very simplified form and uses non-accurate ratio
Rate, only to convenient, lucidly aid illustration the utility model embodiment purpose.
For clarity, not describing whole features of practical embodiments, in the following description, it is not described in detail well known function
And structure, because they can make the utility model chaotic due to unnecessary details, it will be understood that in any practical embodiments
Exploitation in, it is necessary to make a large amount of implementation details to realize the specific objective of developer, such as according to related system or related quotient
The limitation of industry changes into another embodiment by one embodiment, additionally, it should think this development may be it is complicated and
It is time-consuming, but to those skilled in the art it is only routine work.
Embodiment 1: a kind of artificial wet land system with two-way boring aeration pipe comprising reservoir 1, rapid filter 2, table
Wetland 3, MBR film process pond 4 and downlink current wetland 5 are flowed, the water in reservoir 1 is operated normally by pipeline flow-direction rapid filter 2
When, by pipeline flow-direction surface-flow 3, the water in surface-flow 3 passes through pipeline flow-direction downlink current wetland for water in rapid filter 2
5, the water in downlink current wetland 5 is flowed in cavernous body water system by drainage pipeline 6, abnormal running or is needed repairing
When, by pipeline flow-direction MBR film process pond 4, the water in MBR film process pond 4 is flowed to by drainage pipeline 6 for water in rapid filter 2
In cavernous body water system, two-way boring aeration pipe 7, the interposition of two-way 7 front and rear sides of boring aeration pipe are equipped in surface-flow 3
It sets and is provided with multiple outgassing micropores 8, the upper end of two-way boring aeration pipe 7 connects cover sheet 10, cover sheet by connecting rod 9
10 points are upper and bottom section, and top is divided into semi-circle tubular structure, and coaxial with two-way boring aeration pipe 7, lower part is divided into court
The bevel structure of outer extension, upper part is with the junction of lower part and outgassing micropore 8 in same level.
Spacing between the lower part and two-way boring aeration pipe 7 of cover sheet 10 is gradually increased from top to bottom.
Rapid filter 2 is provided with the Dali stone sand 11 that partial size is 20mm, and the bottom of Dali stone sand 11 is equipped with a perforation water outlet
The inside of rapid filter 2 is arranged in one end of pipe 12, perforation outlet pipe 12, and the other end passes through the side wall of rapid filter 2, and passes through outside
Pipeline be connected to surface-flow 3 and MBR film process pond 4, perforation outlet pipe 12 upper end be provided with multiple water holes.
Surface-flow water inlet pipe 13, the left side wall inside of 3 pond body of surface-flow are connected on the left side wall of 3 pond body of surface-flow
Equipped with one layer of medical stone layer 14, hypothallus 15 is housed inside 3 pond body of surface-flow, kind has water plant A16, base on hypothallus 15
The top of matter layer 15 is equipped with two-way boring aeration pipe 7, and two-way boring aeration pipe 7 is fixed on surface-flow 3 by being aerated bracket 17
The bottom wall of pond body, aeration bracket 17 pass through hypothallus 15, connect surface low wetland effluent pipe on the right side wall of 3 pond body of surface-flow
18。
Downlink current wetland outlet pipe 19, the right side wall inside of pond body are connected on the right side wall of 5 pond body of downlink current wetland
Equipped with one layer of gravel layer A20, the bottom wall of pond body is equipped with one layer of metalling 21, and the upper end of metalling 21 is equipped with one layer of gravel layer
B22, gravel layer B22 are equipped with one layer of soil horizon 23, planting aquatic plants B24 on soil horizon 23.
The grain size of gravel of gravel layer A20 is 5mm, and the ballast grain sizes of metalling 21 are 30mm, the grain size of gravel of gravel layer B22
For 60mm.
Two-way boring aeration pipe 7 is connected to external aeration generating device by aeration supervisor 25.
Embodiment 2: a kind of artificial wet land system with two-way boring aeration pipe comprising reservoir 1, rapid filter 2, table
Wetland 3, MBR film process pond 4 and downlink current wetland 5 are flowed, the water in reservoir 1 is operated normally by pipeline flow-direction rapid filter 2
When, by pipeline flow-direction surface-flow 3, the water in surface-flow 3 passes through pipeline flow-direction downlink current wetland for water in rapid filter 2
5, the water in downlink current wetland 5 is flowed in cavernous body water system by drainage pipeline 6, abnormal running or is needed repairing
When, by pipeline flow-direction MBR film process pond 4, the water in MBR film process pond 4 is flowed to by drainage pipeline 6 for water in rapid filter 2
In cavernous body water system, two-way boring aeration pipe 7, the interposition of two-way 7 front and rear sides of boring aeration pipe are equipped in surface-flow 3
It sets and is provided with multiple outgassing micropores 8, the upper end of two-way boring aeration pipe 7 connects cover sheet 10, cover sheet by connecting rod 9
10 points are upper and bottom section, and top is divided into semi-circle tubular structure, and coaxial with two-way boring aeration pipe 7, lower part is divided into court
The bevel structure of outer extension, upper part is with the junction of lower part and outgassing micropore 8 in same level.
Spacing between the lower part and two-way boring aeration pipe 7 of cover sheet 10 is gradually increased from top to bottom.
Rapid filter 2 is provided with the Dali stone sand 11 that partial size is 30mm, and the bottom of Dali stone sand 11 is equipped with a perforation water outlet
The inside of rapid filter 2 is arranged in one end of pipe 12, perforation outlet pipe 12, and the other end passes through the side wall of rapid filter 2, and passes through outside
Pipeline be connected to surface-flow 3 and MBR film process pond 4, perforation outlet pipe 12 upper end be provided with multiple water holes.
Surface-flow water inlet pipe 13, the left side wall inside of 3 pond body of surface-flow are connected on the left side wall of 3 pond body of surface-flow
Equipped with one layer of medical stone layer 14, hypothallus 15 is housed inside 3 pond body of surface-flow, kind has water plant A16, base on hypothallus 15
The top of matter layer 15 is equipped with two-way boring aeration pipe 7, and two-way boring aeration pipe 7 is fixed on surface-flow 3 by being aerated bracket 17
The bottom wall of pond body, aeration bracket 17 pass through hypothallus 15, connect surface low wetland effluent pipe on the right side wall of 3 pond body of surface-flow
18。
Downlink current wetland outlet pipe 19, the right side wall inside of pond body are connected on the right side wall of 5 pond body of downlink current wetland
Equipped with one layer of gravel layer A20, the bottom wall of pond body is equipped with one layer of metalling 21, and the upper end of metalling 21 is equipped with one layer of gravel layer
B22, gravel layer B22 are equipped with one layer of soil horizon 23, planting aquatic plants B24 on soil horizon 23.
The grain size of gravel of gravel layer A20 is 10mm, and the ballast grain sizes of metalling 21 are 50mm, the gravel grain of gravel layer B22
Diameter is 100mm.
Two-way boring aeration pipe 7 is connected to external aeration generating device by aeration supervisor 25.
Embodiment 3: a kind of artificial wet land system with two-way boring aeration pipe comprising reservoir 1, rapid filter 2, table
Wetland 3, MBR film process pond 4 and downlink current wetland 5 are flowed, the water in reservoir 1 is operated normally by pipeline flow-direction rapid filter 2
When, by pipeline flow-direction surface-flow 3, the water in surface-flow 3 passes through pipeline flow-direction downlink current wetland for water in rapid filter 2
5, the water in downlink current wetland 5 is flowed in cavernous body water system by drainage pipeline 6, abnormal running or is needed repairing
When, by pipeline flow-direction MBR film process pond 4, the water in MBR film process pond 4 is flowed to by drainage pipeline 6 for water in rapid filter 2
In cavernous body water system, two-way boring aeration pipe 7, the interposition of two-way 7 front and rear sides of boring aeration pipe are equipped in surface-flow 3
It sets and is provided with multiple outgassing micropores 8, the upper end of two-way boring aeration pipe 7 connects cover sheet 10, cover sheet by connecting rod 9
10 points are upper and bottom section, and top is divided into semi-circle tubular structure, and coaxial with two-way boring aeration pipe 7, lower part is divided into court
The bevel structure of outer extension, upper part is with the junction of lower part and outgassing micropore 8 in same level.
Spacing between the lower part and two-way boring aeration pipe 7 of cover sheet 10 is gradually increased from top to bottom.
Rapid filter 2 is provided with the Dali stone sand 11 that partial size is 25mm, and the bottom of Dali stone sand 11 is equipped with a perforation water outlet
The inside of rapid filter 2 is arranged in one end of pipe 12, perforation outlet pipe 12, and the other end passes through the side wall of rapid filter 2, and passes through outside
Pipeline be connected to surface-flow 3 and MBR film process pond 4, perforation outlet pipe 12 upper end be provided with multiple water holes.
Surface-flow water inlet pipe 13, the left side wall inside of 3 pond body of surface-flow are connected on the left side wall of 3 pond body of surface-flow
Equipped with one layer of medical stone layer 14, hypothallus 15 is housed inside 3 pond body of surface-flow, kind has water plant A16, base on hypothallus 15
The top of matter layer 15 is equipped with two-way boring aeration pipe 7, and two-way boring aeration pipe 7 is fixed on surface-flow 3 by being aerated bracket 17
The bottom wall of pond body, aeration bracket 17 pass through hypothallus 15, connect surface low wetland effluent pipe on the right side wall of 3 pond body of surface-flow
18。
Downlink current wetland outlet pipe 19, the right side wall inside of pond body are connected on the right side wall of 5 pond body of downlink current wetland
Equipped with one layer of gravel layer A20, the bottom wall of pond body is equipped with one layer of metalling 21, and the upper end of metalling 21 is equipped with one layer of gravel layer
B22, gravel layer B22 are equipped with one layer of soil horizon 23, planting aquatic plants B24 on soil horizon 23.
The grain size of gravel of gravel layer A20 is 8mm, and the ballast grain sizes of metalling 21 are 40mm, the grain size of gravel of gravel layer B22
For 80mm.
Two-way boring aeration pipe 7 is connected to external aeration generating device by aeration supervisor 25.
Although having done more detailed elaboration to the technical solution of the utility model and having enumerated, it should be understood that for
For those skilled in the art, modifications to the embodiments described above may be made or uses equivalent alternative solution, this skill to this field
Be for art personnel it is clear that on the basis of without departing from the spirit of the present invention these modifications or improvements, belong to
In the range of the requires of the utility model protection.
Claims (7)
1. a kind of artificial wet land system with two-way boring aeration pipe, it is characterised in that: it includes reservoir (1), rapid filter
(2), surface-flow (3), MBR film process pond (4) and downlink current wetland (5), the inner water of the reservoir (1) pass through pipeline stream
To the rapid filter (2), when normal operation, the inner water of the rapid filter (2) passes through surface-flow (3) described in pipeline flow-direction, institute
It states the inner water of surface-flow (3) and passes through downlink current wetland (5) described in pipeline flow-direction, the inner water of the downlink current wetland (5)
It is flowed in cavernous body water system by drainage pipeline (6), abnormal running or when needing repairing, the rapid filter (2) is inner
Water is flowed to by MBR film process pond (4) described in pipeline flow-direction, the inner water in MBR film process pond (4) by drainage pipeline (6)
In cavernous body water system, two-way boring aeration pipe (7) are equipped in the surface-flow (3), before the two-way boring aeration pipe (7)
The middle position of two sides is provided with multiple outgassing micropores (8) afterwards, and the upper end of the two-way boring aeration pipe (7) passes through connecting rod
(9) cover sheet (10) being connected, the cover sheet (10) is divided into upper and bottom section, and top is divided into semi-circle tubular structure,
Its coaxially with the two-way boring aeration pipe (7), lower part is divided into the bevel structure to extend outwardly, the connection of upper part and lower part
Place is with the outgassing micropore (8) in same level.
2. a kind of artificial wet land system with two-way boring aeration pipe according to claim 1, it is characterised in that: described
Spacing between the lower part of cover sheet (10) and the two-way boring aeration pipe (7) is gradually increased from top to bottom.
3. a kind of artificial wet land system with two-way boring aeration pipe according to claim 1, it is characterised in that: described
Rapid filter (2) is provided with the Dali stone sand (11) that partial size is 20-30mm, and the bottom of the Dali stone sand (11) is equipped with a perforation
Outlet pipe (12), in the inside of the rapid filter (2), the other end passes through described fast for one end setting of perforation outlet pipe (12)
The side wall in filter tank (2), and be connected to by external pipeline with the surface-flow (3) and MBR film process pond (4), institute
The upper end for stating perforation outlet pipe (12) is provided with multiple water holes.
4. a kind of artificial wet land system with two-way boring aeration pipe according to claim 1, it is characterised in that: described
Surface-flow water inlet pipe (13) are connected on the left side wall of surface-flow (3) pond body, in the left side wall of surface-flow (3) pond body
Side is equipped with one layer of medical stone layer (14), hypothallus (15) is housed inside surface-flow (3) pond body, on the hypothallus (15)
Kind has water plant A(16), the top of the hypothallus (15) is equipped with two-way boring aeration pipe (7), the two-way boring aeration
The bottom wall that pipe (7) is fixed on the surface-flow (3) pond body by being aerated bracket (17), the aeration bracket (17) pass through described
Hypothallus (15) connects surface low wetland effluent pipe (18) on the right side wall of surface-flow (3) pond body.
5. a kind of artificial wet land system with two-way boring aeration pipe according to claim 1, it is characterised in that: described
Downlink current wetland outlet pipe (19) are connected on the right side wall of downlink current wetland (5) pond body, are equipped on the inside of the right side wall of pond body
One layer of gravel layer A(20), the bottom wall of pond body is equipped with one layer of metalling (21), and the upper end of the metalling (21) is equipped with one layer of gravel
Rock layers B(22), the gravel layer B(22) it is equipped with one layer of soil horizon (23), planting aquatic plants B on the soil horizon (23)
(24).
6. a kind of artificial wet land system with two-way boring aeration pipe according to claim 5, it is characterised in that: described
Gravel layer A(20) grain size of gravel be 5-10mm, the ballast grain sizes of the metalling (21) are 30-50mm, the gravel layer B
(22) grain size of gravel is 60-100mm.
7. a kind of artificial wet land system with two-way boring aeration pipe according to claim 1, it is characterised in that: described
Two-way boring aeration pipe (7) is connected to external aeration generating device by aeration supervisor (25).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820827719.6U CN208700690U (en) | 2018-05-31 | 2018-05-31 | A kind of artificial wet land system with two-way boring aeration pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820827719.6U CN208700690U (en) | 2018-05-31 | 2018-05-31 | A kind of artificial wet land system with two-way boring aeration pipe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208700690U true CN208700690U (en) | 2019-04-05 |
Family
ID=65934845
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820827719.6U Expired - Fee Related CN208700690U (en) | 2018-05-31 | 2018-05-31 | A kind of artificial wet land system with two-way boring aeration pipe |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208700690U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108640430A (en) * | 2018-05-31 | 2018-10-12 | 中铁四局集团有限公司 | A kind of sponge city artificial wet land system |
| CN111908650A (en) * | 2020-06-28 | 2020-11-10 | 中船第九设计研究院工程有限公司 | Novel marine sewage treatment device |
-
2018
- 2018-05-31 CN CN201820827719.6U patent/CN208700690U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108640430A (en) * | 2018-05-31 | 2018-10-12 | 中铁四局集团有限公司 | A kind of sponge city artificial wet land system |
| CN111908650A (en) * | 2020-06-28 | 2020-11-10 | 中船第九设计研究院工程有限公司 | Novel marine sewage treatment device |
| CN111908650B (en) * | 2020-06-28 | 2023-09-05 | 中船第九设计研究院工程有限公司 | Novel marine sewage treatment device |
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