Circulating aeration bioretention facility
By installing infiltration and drainage modules in the soil layer and using level switches and valves to control rainwater discharge, the problem of soil blockage is solved, soil loosening and quantitative drainage are achieved, and the service life of the bioretention facility is extended.
Patent Information
- Application Number
- CN202423163674.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-20
- Publication Date
- 2025-11-11
- Estimated Expiration
- 2034-12-20
AI Technical Summary
Existing bioretention facilities in soil layers are prone to clogging when storing rainwater, as the soil layer becomes compacted, affecting their service life and making it impossible to achieve quantitative drainage.
An infiltration-enhancing and drainage module is installed inside the soil layer. The module contains a hollow water storage chamber, an air inlet, and a water inlet. It is connected to a drainage pipe and the rainwater discharge is controlled by a liquid level switch and a valve to achieve aeration and quantitative drainage.
Aeration keeps the soil loose, prevents blockages, extends the life of facilities, and achieves quantitative drainage.
Smart Images
Figure CN223535807U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the technical field of rainwater storage technology, specifically to a circulating aeration biological retention facility. Background Technology
[0002] Rainwater is relatively clean, containing fewer impurities, silt, and other pollutants. It can be diverted and simply filtered before being stored in a water storage system for purposes such as flushing toilets, irrigating greenery, and replenishing landscape ponds.
[0003] In existing bioretention facilities, as rainwater is stored, the soil gradually changes from a loose state to a compact state as water enters the facility. This not only affects the entry of water from subsequent soil layers into the bioretention facility, but the compacted soil can also enter the inlet, causing blockage and affecting the service life of the bioretention facility. In addition, existing bioretention facilities cannot achieve quantitative drainage.
[0004] Therefore, there is an urgent need to provide a solution to address the defects and shortcomings of the existing technologies. Summary of the Invention
[0005] In order to overcome the defects and shortcomings of the existing technology, this utility model provides a circulating aeration biological retention facility.
[0006] The specific solution provided by this utility model is as follows:
[0007] A circulating aeration bioretention facility is characterized by comprising an infiltration-enhancing and drainage module disposed within the soil layer, wherein the infiltration-enhancing and drainage module has a hollow water storage cavity inside, and an air inlet and a water inlet are respectively opened on the top of the infiltration-enhancing and drainage module, a drainage pipe is connected to one side of the infiltration-enhancing and drainage module, a valve is disposed between the infiltration-enhancing and drainage module and the drainage pipe, and a switch is disposed inside the infiltration-enhancing and drainage module, wherein the switch is signal-connected to the valve to control the opening and closing of the valve.
[0008] As a further preferred embodiment of this utility model, the permeation enhancement and drainage module is composed of several permeation enhancement and drainage units spliced together.
[0009] As a further preferred embodiment of this utility model, the permeation-enhancing and drainage unit can be configured with different shapes according to the actual application scenario.
[0010] As a further preferred embodiment of this utility model, the outer edge of the permeation-enhancing and drainage unit is provided with a corresponding splicing part.
[0011] As a further preferred embodiment of the present invention, the water inlet includes a first water inlet and a plurality of second water inlets.
[0012] As a further preferred embodiment of the present invention, the first water inlet is located at the air vent position, and the second water inlet is evenly distributed around the outer periphery of the first water inlet.
[0013] As a further preferred embodiment of this utility model, the vent is positioned higher than the water inlet.
[0014] As a further preferred embodiment of this utility model, the valve is selected as a rotary valve or a telescopic valve.
[0015] As a further preferred embodiment of this utility model, the switch is selected as a liquid level switch.
[0016] As a further preferred embodiment of this utility model,
[0017] When the water level in the storage chamber inside the infiltration and drainage module reaches the preset level, the level switch is triggered to control the valve to open, and the rainwater inside the infiltration and drainage module is discharged from the drainage pipe.
[0018] When the water level in the internal storage chamber of the infiltration and drainage module falls below the preset level, the level switch is triggered to control the valve to close and start the next cycle of aeration.
[0019] Compared with existing technologies, the technical effects that this utility model can achieve include:
[0020] 1) This utility model provides a circulating aeration bioretention facility. After rainwater enters the infiltration and drainage module, the original air inside the infiltration and drainage module is squeezed out from the vent under pressure, which aerates the soil layer, thereby increasing the looseness of the soil layer and preventing the dense soil layer from slowing down or blocking the water inlet process, thus extending the service life of the bioretention facility.
[0021] 2) This utility model provides a circulating aeration biological retention facility. By setting up a liquid level switch and a valve, when the water storage chamber inside the infiltration and drainage module reaches the preset liquid level, the liquid level switch is triggered to control the valve to open, and the rainwater inside the infiltration and drainage module is discharged from the drainage pipe. When the water storage chamber inside the infiltration and drainage module is lower than the preset liquid level, the liquid level switch is triggered to control the valve to close, and the next circulating aeration process is started. Thus, the opening and closing action of the drainage pipe is realized through the liquid level switch and the valve, thereby achieving a quantitative drainage effect. Attached Figure Description
[0022] Figure 1 This is a three-dimensional structural view of the permeation and drainage module in this utility model.
[0023] Figure 2 This is a schematic diagram of the structure of this utility model.
[0024] Figure 3This is a schematic diagram of the structure of the present invention when the internal liquid level reaches the preset liquid level.
[0025] Figure 4 This is a schematic diagram of the structure of the present invention when the internal liquid level is lower than the preset liquid level. Detailed Implementation
[0026] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.
[0027] In the description of this utility model, it should be noted that the terms "upper," "lower," "inner," "outer," "front end," "rear end," "both ends," "one end," and "the other end," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are used only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model. In addition, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance.
[0028] In the description of this utility model, it should be noted that, unless otherwise explicitly specified and limited, the terms "installed," "equipped with," and "connected," etc., should be interpreted broadly. For example, "connected" can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium; it can be a connection within two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.
[0029] [First Embodiment]
[0030] like Figure 1-4 The image shown is a circulating aeration bioretention facility provided in the first embodiment of this utility model, including an infiltration enhancement and drainage module 1 disposed inside the soil layer, such as... Figure 1-2 As shown, the infiltration enhancement and drainage module 1 has a hollow water storage cavity inside. The top of the module 1 has a vent 11 and a water inlet. The vent 11 is positioned higher than the water inlet to facilitate the discharge of gas from the module 1 to the soil layer. Water in the soil layer can enter the water storage cavity inside the module 1 through the water inlet. Figure 1As shown, the water inlet in this embodiment includes a first water inlet 13 and multiple second water inlets 14. The first water inlet 13 is located at the vent 11, and the second water inlets 14 are evenly distributed around the outer periphery of the first water inlet 13, thereby further improving the water intake efficiency and water intake uniformity. A drain pipe 2 is connected to one side of the permeation-enhancing and drainage module 1. A valve 3 is provided between the permeation-enhancing and drainage module 1 and the drain pipe 2. A switch 4 is provided inside the permeation-enhancing and drainage module 1. The switch 4 is signal-connected to the valve 3 to control the opening and closing of the valve 3, thereby achieving a quantitative drainage effect.
[0031] like Figure 1 As shown, the permeation-enhancing and drainage module 1 in this embodiment is composed of several permeation-enhancing and drainage units 12 spliced together. The outer edge of the permeation-enhancing and drainage unit 12 is provided with a corresponding splicing part 15, which facilitates the splicing and fixing between adjacent permeation-enhancing and drainage units 12. The permeation-enhancing and drainage unit 12 in this embodiment can be set to different shapes according to the actual application scenario, such as regular or irregular shapes such as rectangles, squares, and regular hexagons, to meet the usage requirements in different actual application scenarios.
[0032] like Figure 2 As shown, in this embodiment, valve 3 can be a rotary valve or a telescopic valve to facilitate the opening and closing of the valve. Switch 4 is a liquid level switch, which is triggered according to the actual liquid level in the water storage chamber inside the permeation and drainage module 1 to control the opening and closing of valve 3.
[0033] The specific working process of this embodiment is as follows:
[0034] The infiltration-enhancing and drainage module 1, equipped with valve 3 and switch 4, is installed inside the soil layer. Rainwater flows through the soil layer and gradually enters the water storage chamber inside the infiltration-enhancing and drainage module 1 from the inlet.
[0035] When the water level in the internal storage chamber of the infiltration and drainage module 1 reaches the preset level, the level switch is triggered to control the valve 3 to open, and the rainwater inside the infiltration and drainage module 1 is discharged from the drainage pipe 2.
[0036] When the water level in the internal storage chamber of the infiltration and drainage module 1 is lower than the preset level, the level switch is triggered to control the valve 3 to close and start the next cycle of aeration.
[0037] It will be apparent to those skilled in the art that this invention is not limited to the details of the exemplary embodiments described above, and that it can be implemented in other specific forms without departing from the spirit or essential characteristics of this invention. Therefore, the embodiments should be considered illustrative and non-limiting in all respects, and the scope of this invention is defined by the appended claims rather than the foregoing description. Thus, it is intended that all variations falling within the meaning and scope of equivalents of the claims be included within this invention. No reference numerals in the claims should be construed as limiting the scope of the claims.
Claims
1. A circulating aeration bioretention facility, characterized in that: The system includes a permeability enhancement and drainage module (1) installed inside the soil layer. The permeability enhancement and drainage module (1) has a hollow water storage cavity inside. The top of the permeability enhancement and drainage module (1) is provided with an air vent (11) and a water inlet. A drainage pipe (2) is connected to one side of the permeability enhancement and drainage module (1). A valve (3) is provided between the permeability enhancement and drainage module (1) and the drainage pipe (2). A switch (4) is provided inside the permeability enhancement and drainage module (1). The switch (4) is signal-connected to the valve (3) to control the opening and closing of the valve (3).
2. The circulating aeration bioretention facility according to claim 1, characterized in that: The permeation-enhancing and drainage module (1) is composed of several permeation-enhancing and drainage units (12) spliced together.
3. The circulating aeration bioretention facility according to claim 2, characterized in that: The permeation and drainage unit (12) can be set to different shapes according to the actual application scenario.
4. The circulating aeration bioretention facility according to claim 2, characterized in that: The outer edge of the infiltration and drainage unit (12) is provided with a corresponding splicing part (15).
5. A circulating aeration bioretention facility according to claim 1, characterized in that: The inlet includes a first inlet (13) and multiple second inlets (14).
6. A circulating aeration bioretention facility according to claim 5, characterized in that: The first water inlet (13) is located at the vent (11), and the second water inlet (14) is evenly distributed around the first water inlet (13).
7. A circulating aeration bioretention facility according to claim 5, characterized in that: The vent (11) is located higher than the inlet.
8. The circulating aeration bioretention facility according to claim 1, characterized in that: The valve (3) is selected as a rotary valve or a telescopic valve.
9. A circulating aeration bioretention facility according to claim 1, characterized in that: The switch (4) is a liquid level switch.
10. A circulating aeration bioretention facility according to claim 9, characterized in that: When the water level in the internal storage chamber of the infiltration and drainage module (1) reaches the preset level, the level switch is triggered to control the valve (3) to open, and the rainwater inside the infiltration and drainage module (1) is discharged from the drainage pipe (2). When the water level in the internal storage chamber of the infiltration and drainage module (1) is lower than the preset liquid level, the liquid level switch is triggered to control the valve (3) to close and start the next cycle of aeration.