CN218990360U - Adverse slope rainwater infiltration well applied under outdoor condition - Google Patents
Adverse slope rainwater infiltration well applied under outdoor condition Download PDFInfo
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- CN218990360U CN218990360U CN202222908131.2U CN202222908131U CN218990360U CN 218990360 U CN218990360 U CN 218990360U CN 202222908131 U CN202222908131 U CN 202222908131U CN 218990360 U CN218990360 U CN 218990360U
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- retaining wall
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Abstract
The utility model discloses a reverse slope rainwater infiltration well applied under outdoor conditions, which comprises a cobblestone soil bag, a water well retaining wall and a water inlet pipe, wherein the water well retaining wall is arranged in the cobblestone soil bag, a raised base is arranged at the inner bottom of the water well retaining wall, the water inlet pipe and the water outlet pipe are respectively sleeved at two sides of the water well retaining wall in a penetrating way, water drainage holes are formed in the bottom of the water well retaining wall at equal intervals, and plant media are planted at the top of the cobblestone soil bag. The utility model skillfully combines the catch basin and the permeable well together, and forms a composite function under outdoor conditions, thereby not only meeting the normal flow of water flow, but also avoiding the problem of water accumulation caused by the reverse slope drainage of the conventional drainage well.
Description
Technical Field
The utility model relates to the technical field of building design, in particular to a reverse slope rainwater infiltration well applied under outdoor conditions.
Background
The infiltration well is a vertical underground drainage facility, which is a vertical underground drainage facility, and is used for digging vertical holes in the stratum and guiding ground water and upper-layer underground water to deeper underground layers, and accords with the natural water seepage rule.
At present, in the design construction process of engineering projects, if outdoor drainage conditions are met, for example, a drainage pipeline is connected from a thicker earthing position to a thinner earthing position, the existing conventional drainage design is difficult to smoothly drain water, water accumulation, slow water flow and the like can be caused, and the problems of water accumulation, odor generation, mosquito breeding and the like in a well can be solved. To this end we propose a reverse slope rainwater infiltration well for use in outdoor conditions.
Disclosure of Invention
The utility model mainly aims to provide a reverse slope rainwater infiltration well applied under outdoor conditions, which can effectively solve the problems in the background technology.
In order to achieve the above purpose, the technical scheme adopted by the utility model is as follows:
the utility model provides a downhill rainwater infiltration well of using under outdoor condition, includes cobblestone soil package, well barricade and inlet tube, cobblestone soil package inside is provided with the well barricade, the bottom is provided with protruding base in the well barricade, well barricade both sides run through the cover respectively and are equipped with inlet tube and outlet pipe, the wash port has been seted up to well barricade bottom equidistance, plant medium is planted at cobblestone soil package top.
Further, geotechnical cloth is laid at the top of the cobblestone soil bag, and a cover plate is fixedly clamped at the top of the water well retaining wall.
Further, the well retaining wall is built by bricks.
Further, the water outlet pipes are specifically provided with four groups, and the water outlet pipes are respectively positioned at four corners of the bottom of the retaining wall of the water well.
Further, the water inlet pipe and the water outlet pipe penetrate through the cobblestone soil bag, so that water flow in an outdoor pipe network is facilitated.
Compared with the prior art, the utility model has the following beneficial effects:
when water flow in the outdoor pipe network enters the water well retaining wall, the water is accumulated in the water well retaining wall, when the water reaches the height of the water outlet pipe, the water flows out through the water outlet pipe, and when no water enters the outdoor pipe network, the rainwater accumulated in the water well retaining wall permeates out along the water outlet hole.
Drawings
Fig. 1 is a schematic diagram of the overall structure of a reverse slope rainwater infiltration well applied under outdoor conditions.
In the figure: 1. a cobblestone soil bag; 2. a water well retaining wall; 3. a water inlet pipe; 4. a water outlet pipe; 5. a plant medium; 6. a cover plate; 7. a drain hole; 8. geotextile; 9. a convex base.
Detailed Description
The utility model is further described in connection with the following detailed description, in order to make the technical means, the creation characteristics, the achievement of the purpose and the effect of the utility model easy to understand.
As shown in fig. 1, a reverse slope rainwater infiltration well applied under outdoor condition, includes cobblestone soil package 1, well barricade 2 and inlet tube 3, cobblestone soil package 1 is inside to be provided with well barricade 2, be provided with protruding base 9 in the well barricade 2, the cover is equipped with inlet tube 3 and outlet pipe 4 respectively to run through in well barricade 2 both sides, wash port 7 has been seted up to well barricade 2 bottom equidistance, plant medium 5 is planted at cobblestone soil package 1 top.
The geotechnical cloth 8 is paved at the top of the cobble soil bag 1, and the cover plate 6 is fixedly clamped at the top of the water well retaining wall 2.
In this embodiment, as shown in fig. 1, the geotextile 8 can make the cobblestone soil bag 1 not easy to collapse by rainwater, and the cover plate 6 can prevent objects and the like from falling into the well retaining wall 2.
Wherein, the well retaining wall 2 is built by bricks.
In this embodiment, as shown in fig. 1, the water well retaining wall 2 built by bricks is firm and durable.
The water outlet pipes 4 are specifically provided with four groups, and the water outlet pipes 4 are respectively positioned at four corners of the bottom of the water well retaining wall 2.
In this embodiment, as shown in fig. 1, the outlet pipe 4 is provided to facilitate the rainwater accumulated in the retaining wall 2 of the well to permeate out.
Wherein, the water inlet pipe 3 and the water outlet pipe 4 penetrate through the cobblestone soil bag 1.
In this embodiment, as shown in fig. 1, the water inlet pipe 3 and the water outlet pipe 4 both penetrate through the cobblestone soil bag 1, so that water in the outdoor pipe network can flow into the water well retaining wall 2 and flow out of the water well retaining wall 2 conveniently.
It should be noted that, the utility model is a reverse slope rainwater infiltration well applied under outdoor condition, during operation, water in outdoor pipe network flows into the well retaining wall 2 through the water inlet pipe 3, is accumulated in the well retaining wall 2 first, and flows out through the water outlet pipe 4 when reaching the height of the water outlet pipe 4, the function is the same as that of a common well, when no water enters in the outdoor pipe network, rainwater and the like accumulated in the well retaining wall 2 seep out along the plurality of drain holes 7 at the bottom of the water well retaining wall 2, so that rainwater is prevented from accumulating in the well retaining wall 2, geotechnical cloth 8 is paved outside the cobblestone soil bag 1, so that the cobblestone soil bag is not easy to be washed down by rainwater, plant mediums 5 are planted at the top of the cobblestone soil bag 1, the structural stability of the cobblestone soil bag 1 can be improved, and the cover plate 6 is arranged to protect the well retaining wall 2 and prevent objects and the like from falling into the well retaining wall 2.
The foregoing has shown and described the basic principles and main features of the present utility model and the advantages of the present utility model. It will be understood by those skilled in the art that the present utility model is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present utility model, and various changes and modifications may be made without departing from the spirit and scope of the utility model, which is defined in the appended claims. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (5)
1. The utility model provides a downhill rainwater infiltration well under outdoor condition, includes cobblestone soil package (1), well barricade (2) and inlet tube (3), its characterized in that: the cobblestone soil package (1) is inside to be provided with well barricade (2), be provided with protruding base (9) in well barricade (2), cover is run through respectively in well barricade (2) both sides and is equipped with inlet tube (3) and outlet pipe (4), wash port (7) have been seted up to well barricade (2) bottom equidistance, plant medium (5) have been planted at cobblestone soil package (1) top.
2. A reverse slope stormwater penetration well for use under outdoor conditions as claimed in claim 1, wherein: geotechnical cloth (8) is laid at the top of the cobblestone soil bag (1), and a cover plate (6) is fixedly clamped at the top of the well retaining wall (2).
3. A reverse slope stormwater penetration well for use under outdoor conditions as claimed in claim 1, wherein: the water well retaining wall (2) is formed by brick masonry.
4. A reverse slope stormwater penetration well for use under outdoor conditions as claimed in claim 1, wherein: the water outlet pipes (4) are specifically provided with four groups, and the water outlet pipes (4) are respectively positioned at four corners of the bottom of the water well retaining wall (2).
5. A reverse slope stormwater penetration well for use under outdoor conditions as claimed in claim 1, wherein: the water inlet pipe (3) and the water outlet pipe (4) penetrate through the cobblestone soil bag (1).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202222908131.2U CN218990360U (en) | 2022-11-02 | 2022-11-02 | Adverse slope rainwater infiltration well applied under outdoor condition |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN202222908131.2U CN218990360U (en) | 2022-11-02 | 2022-11-02 | Adverse slope rainwater infiltration well applied under outdoor condition |
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CN218990360U true CN218990360U (en) | 2023-05-09 |
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CN202222908131.2U Active CN218990360U (en) | 2022-11-02 | 2022-11-02 | Adverse slope rainwater infiltration well applied under outdoor condition |
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2022
- 2022-11-02 CN CN202222908131.2U patent/CN218990360U/en active Active
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