CN211546100U - Constructed wetland structure - Google Patents

Constructed wetland structure Download PDF

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Publication number
CN211546100U
CN211546100U CN201922010614.9U CN201922010614U CN211546100U CN 211546100 U CN211546100 U CN 211546100U CN 201922010614 U CN201922010614 U CN 201922010614U CN 211546100 U CN211546100 U CN 211546100U
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CN
China
Prior art keywords
water
separating tank
outlet pipe
layer
wetland structure
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Expired - Fee Related
Application number
CN201922010614.9U
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Chinese (zh)
Inventor
凌祯
魏屏
冯国建
霍红
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Kunming University
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Kunming University
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Priority to CN201922010614.9U priority Critical patent/CN211546100U/en
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Publication of CN211546100U publication Critical patent/CN211546100U/en
Expired - Fee Related legal-status Critical Current
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/10Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
    • Y02A40/22Improving land use; Improving water use or availability; Controlling erosion

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  • Treatment Of Biological Wastes In General (AREA)

Abstract

The utility model discloses an artificial wetland structure, which comprises a first water-separating groove, a first soil layer, a first water outlet pipe, a second water-separating groove and a second soil layer, the left side of the first water-separating groove is provided with a water inlet pipe, the water inlet pipe penetrates through the left wall of the first water-separating groove and extends into the first water-separating groove, a first crushed stone layer is filled in the first water-separating groove, the constructed wetland structure firstly reduces the possibility of blockage as much as possible by arranging the first water outlet pipe, the water outlet inner pipe and the second water separation tank, secondly, the repair and the replacement are easy when the blockage occurs, time and labor are saved, and finally, if the large-scale overhaul is needed, the second water-resisting groove can be used for sewage treatment, thereby solving the problems that the prior artificial wetland needs to be completely overhauled when being blocked, the engineering quantity is large, the labor and the time are very wasted, meanwhile, sewage cannot be treated during renovation, and pollution is easily caused during the period to cause environmental pollution.

Description

Constructed wetland structure
Technical Field
The utility model relates to a sewage treatment field specifically is an artificial wetland structure.
Background
The artificial wetland is a technology for treating sewage and sludge by using the physical, chemical and biological triple synergistic action of soil, artificial medium, plants and microorganisms in the process of flowing along a certain direction by using sewage and sludge which are controllably dosed to the artificially constructed wetland from the artificially constructed and controlled-operation ground similar to the marshland.
However, the soil is washed by water flow and falls and sludge is accumulated after sewage treatment, which may cause the water outlet to be blocked after several years of use. The existing constructed wetland needs to be renovated comprehensively when being blocked, the engineering quantity is large, the labor and the time are very wasted, meanwhile, the sewage can not be treated during the renovation, and the pollution is easily caused during the renovation, so that the environmental pollution is caused.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an artificial wetland structure to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
the utility model provides an artificial wetland structure, separates basin and second soil horizon including first water separating tank, first soil horizon, first outlet pipe, second, the left side that first water separating tank is equipped with the oral siphon, the oral siphon runs through the left wall that first water separating tank and extends to its inside, the inside packing that first water separating tank has first metalling, the top on first metalling is equipped with first soil horizon, first outlet pipe runs through the right wall that first water separating tank and the left wall that the second separates the basin and extends to the inside that the second separated the basin, the second separates the basin and is connected with first water separating tank, the inside packing that the second separated the basin has second metalling, the top on second metalling is equipped with second soil horizon.
The inner surface of the first water outlet pipe is sleeved with a water outlet inner pipe, the water outlet inner pipe comprises a filtering blocking net, stirring blades and a connecting piece, the filtering blocking net is fixedly connected with the inner surface of the water outlet inner pipe, the stirring blades are movably connected with the connecting piece through bearings, and the connecting piece is fixedly connected with the inner surface of the water outlet inner pipe through a connecting rod.
As a further aspect of the present invention: the inside on first soil horizon and second soil horizon all is equipped with aquatic plant and its root and runs through the soil horizon and extend to its below, the lower floor stone of first metalling is great for the upper rock.
As a further aspect of the present invention: and the bottom of the second water separation tank is provided with two second water outlet pipes which are respectively positioned on the front side and the back side of the second water separation tank.
As a further aspect of the present invention: and a bearing between the connecting piece and the stirring blade is of a water-proof design.
As a further aspect of the present invention: the loophole of the filtering blocking net is smaller than the broken stone of the first gravel layer.
As a further aspect of the present invention: the height of the left wall of the first water-separating tank 1 is higher than that of the right wall thereof.
Compared with the prior art, the beneficial effects of the utility model are that:
this constructed wetland structure, through having set up first outlet pipe, go out water inner tube and second water proof groove, at first reduce the possibility of jam as far as possible, secondly repair the change easily when taking place to block up, time saving and labor saving, at last if appear when needing extensive overhaul, can use second water proof groove to carry out sewage treatment, need overhaul to the constructed wetland comprehensively when having solved current constructed wetland and having blockked up, the engineering volume is great, very take trouble hard, the unable processing of sewage during the overhaul simultaneously, cause the pollution to cause environmental pollution's problem during this period easily.
Drawings
Fig. 1 is a structural schematic diagram of an artificial wetland structure.
Fig. 2 is a right side view of the constructed wetland structure.
Fig. 3 is a structural schematic diagram of an outlet water inner pipe in an artificial wetland structure.
In the figure: 1. a first water-separating tank; 2. a water inlet pipe; 3. a first soil layer; 4. a first crushed stone layer; 5. a first water outlet pipe; 6. a second water-separating tank; 7. a second soil layer; 8. a second crushed stone layer; 9. a second water outlet pipe; 10. an inner water outlet pipe; 11. filtering and blocking; 12. a connecting rod; 13. a stirring blade; 14. a connecting member.
Detailed Description
The technical solution of the present patent will be described in further detail with reference to the following embodiments.
Example 1
Referring to fig. 1 to 3, an artificial wetland structure includes a first water-separating tank 1, a first soil layer 3, a first water outlet pipe 5, a second water-separating tank 6 and a second soil layer 7, wherein a water inlet pipe 2 is disposed on the left side of the first water-separating tank 1, the water inlet pipe 2 penetrates through the left wall of the first water-separating tank 1 and extends into the first water-separating tank 1, a first gravel layer 4 is filled in the first water-separating tank 1, the first soil layer 3 is disposed above the first gravel layer 4, the first water outlet pipe 5 penetrates through the right wall of the first water-separating tank 1 and the left wall of the second water-separating tank 6 and extends into the second water-separating tank 6, the second water-separating tank 6 is connected to the first water-separating tank 1, a second gravel layer 8 is filled in the second water-separating tank 6, and the second soil layer 7 is disposed above the second gravel layer 8.
The inner surface of first outlet pipe 5 has cup jointed out water inner tube 10, goes out through detachable mode fixed connection between water inner tube 10 and the first outlet pipe 5, play water inner tube 10 is including filtering barrier 11, stirring vane 13 and connecting piece 14, filter barrier 11 and the internal surface fixed connection of play water inner tube 10, stirring vane 13 passes through bearing swing joint with connecting piece 14, connecting piece 14 passes through connecting rod 12 and the internal surface fixed connection of play water inner tube 10.
Further, the inside of first soil horizon 3 and second soil horizon 7 all is equipped with aquatic plant and its root runs through the soil horizon and extends to its below, the lower floor stone of first metalling 4 is great for the upper rock, and sewage treatment's leading mode is exactly through aquatic plant, and the metalling can support soil on the one hand, and on the other hand is convenient for the circulation of water.
Because the volume of second water proof groove 6 is less, and the sewage that can handle is less, so in order to raise the efficiency, the bottom of second water proof groove 6 is equipped with second outlet pipe 9, second outlet pipe 9 is total two and is located the front and the back of second water proof groove 6 respectively, sets up two second outlet pipes 9, and two sides play water on the one hand improves work efficiency, and on the other hand if one of them outlet pipe that second water proof groove 6 appears blocks up, can follow another outlet pipe and go out water, is convenient for maintain the change to the outlet pipe that blocks up.
In order to prevent the bearing from rusting when contacting water and causing the bearing to be incapable of rotating, thereby influencing the movement of the stirring blade 13, not only the function of dredging the bearing is not realized, but also the smooth water flow is influenced, the bearing between the connecting piece 14 and the stirring blade 13 has a water-resisting design.
Furthermore, the loophole of the filtering barrier net 11 is smaller than the broken stone of the first gravel layer 4, and the filtering barrier net 11 is used for intercepting the broken stone, so that the broken stone is prevented from entering the water outlet inner pipe 10 along with water flow, and the stirring blade 13 is damaged or clamped, so that the normal use is influenced.
Furthermore, the height of the left wall of the first water separation tank 1 is higher than that of the right wall of the first water separation tank, the first water separation tank 1 has two water outlet modes, one mode is water outlet through the first water outlet pipe 5, the other mode is water outlet through the top end of the right wall, and the water in the tank can overflow from the top end of the right wall after being full.
Example 2
The working mode of the water outlet inner pipe 10 in the embodiment 1 is described in the present embodiment, which specifically includes the following steps: under the normal condition, after sewage treatment, discharge from first outlet pipe 5, filter barrier 11 and intercept the rubble, probably partial soil or mud gets into first outlet pipe 5 along with the rivers, when the rivers were through stirring vane 13, strike its surface and drive stirring vane 13 and rotate, pivoted stirring vane 13 can stir soil silt, make it disperse, form less volume, just so be difficult for blockking up, less debris are discharged to second water proof groove 6 from first outlet pipe 5, become the new soil of second water proof groove 6, also can regularly clear up, and is comparatively convenient, if take place under the condition of jam, can take out water outlet end of outlet pipe 10 from first outlet pipe 5, maintain and change, and it is comparatively convenient.
The utility model discloses a theory of operation is: when the device is used, sewage enters the first water separation tank 1 from the water inlet pipe 2, is purified by the aquatic plants, is discharged from the first water outlet pipe 5, is secondarily purified by the aquatic plants in the second water separation tank 6, and is finally discharged from the second water outlet pipe 9, if the first water separation tank 1 is blocked, the sewage can be discharged into the second water separation tank 6 in an overflowing mode, or can be directly introduced into the second water separation tank 6 for treatment, and after maintenance and replacement are well carried out, recovery is carried out.
Although the preferred embodiments of the present patent have been described in detail, the present patent is not limited to the above embodiments, and various changes can be made without departing from the spirit of the present patent within the knowledge of those skilled in the art.

Claims (6)

1. An artificial wetland structure comprises a first water-separating tank (1), a first soil layer (3), a first water outlet pipe (5), a second water-separating tank (6) and a second soil layer (7), and is characterized in that a water inlet pipe (2) is arranged on the left side of the first water-separating tank (1), the water inlet pipe (2) penetrates through the left wall of the first water-separating tank (1) and extends into the first water-separating tank, a first gravel layer (4) is filled in the first water-separating tank (1), the first soil layer (3) is arranged above the first gravel layer (4), the first water outlet pipe (5) penetrates through the right wall of the first water-separating tank (1) and the left wall of the second water-separating tank (6) and extends into the second water-separating tank (6), the second water-separating tank (6) is connected with the first water-separating tank (1), and a second gravel layer (8) is filled in the second water-separating tank (6), a second soil layer (7) is arranged above the second gravel layer (8);
the internal surface of first outlet pipe (5) has cup jointed outer pipe (10) of water, outer pipe (10) of water is including filtering block net (11), stirring vane (13) and connecting piece (14), filter block net (11) and the internal surface fixed connection of outer pipe (10) of water, stirring vane (13) and connecting piece (14) pass through bearing swing joint, connecting piece (14) pass through connecting rod (12) and the internal surface fixed connection of outer pipe (10) of water.
2. The constructed wetland structure of claim 1, wherein the first soil layer (3) and the second soil layer (7) are provided with aquatic plants inside and their roots penetrate the soil layers and extend below them, and the lower stones of the first stone layer (4) are larger than the upper stones.
3. The constructed wetland structure of claim 1, characterized in that a second water outlet pipe (9) is arranged at the bottom of the second water-separating tank (6), and two second water outlet pipes (9) are respectively arranged at the front and the back of the second water-separating tank (6).
4. The constructed wetland structure according to any one of claims 1 to 3, characterized in that the bearing between the connecting piece (14) and the stirring vane (13) is of a water-proof design.
5. The constructed wetland structure according to any one of claims 1 to 3, characterized in that the filter screens (11) have smaller openings than the crushed stones of the first crushed stone layer (4).
6. The constructed wetland structure according to any one of claims 1 to 3, wherein the height of the left wall of the first water-separating tank (1) is higher than that of the right wall thereof.
CN201922010614.9U 2019-11-20 2019-11-20 Constructed wetland structure Expired - Fee Related CN211546100U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201922010614.9U CN211546100U (en) 2019-11-20 2019-11-20 Constructed wetland structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201922010614.9U CN211546100U (en) 2019-11-20 2019-11-20 Constructed wetland structure

Publications (1)

Publication Number Publication Date
CN211546100U true CN211546100U (en) 2020-09-22

Family

ID=72501374

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201922010614.9U Expired - Fee Related CN211546100U (en) 2019-11-20 2019-11-20 Constructed wetland structure

Country Status (1)

Country Link
CN (1) CN211546100U (en)

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GR01 Patent grant
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: 20200922

Termination date: 20201120