CN219909285U - Sinking green land structure with permeable pipes and square overflow port structure - Google Patents
Sinking green land structure with permeable pipes and square overflow port structure Download PDFInfo
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- CN219909285U CN219909285U CN202321292728.7U CN202321292728U CN219909285U CN 219909285 U CN219909285 U CN 219909285U CN 202321292728 U CN202321292728 U CN 202321292728U CN 219909285 U CN219909285 U CN 219909285U
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- Prior art keywords
- square
- reservoir
- overflow port
- rainwater
- layer
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 48
- 229910001018 Cast iron Inorganic materials 0.000 claims abstract description 18
- 239000011083 cement mortar Substances 0.000 claims abstract description 13
- 238000001914 filtration Methods 0.000 claims abstract description 13
- 230000000149 penetrating effect Effects 0.000 claims abstract description 11
- 239000002689 soil Substances 0.000 claims description 27
- 239000004744 fabric Substances 0.000 claims description 6
- 239000000945 filler Substances 0.000 claims description 5
- 239000012466 permeate Substances 0.000 claims description 4
- 230000035699 permeability Effects 0.000 claims 2
- 230000014759 maintenance of location Effects 0.000 abstract description 8
- 238000009434 installation Methods 0.000 abstract description 4
- 241000196324 Embryophyta Species 0.000 description 8
- 238000012856 packing Methods 0.000 description 6
- 238000010521 absorption reaction Methods 0.000 description 4
- 239000012528 membrane Substances 0.000 description 3
- 241001464837 Viridiplantae Species 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000004746 geotextile Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000009877 rendering Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Abstract
The utility model discloses a sinking green land structure with a permeable pipe and a square overflow port structure, which comprises a reservoir, wherein the inside of the reservoir is fixedly provided with a water inlet pipe in a penetrating manner, two sides of the reservoir are fixedly provided with rainwater connecting pipes in a penetrating manner, the outside of the reservoir is fixedly provided with a gravel layer, the bottom of the gravel layer is fixedly provided with a perforated permeable pipe, and the top of the perforated permeable pipe is fixedly provided with cement mortar. According to the utility model, the through-filtering type rain water inlet is formed in the square cast iron overflow port in a penetrating manner, the square cast iron overflow port is used for installation, then water enters from the through-filtering type rain water inlet and flows into the square cast iron overflow port, then the reservoir is used for drainage, and finally the rainwater connecting pipe is used for connecting a municipal water well for drainage, so that the reservoir with the concave depth of 100-200mm can be used for containing and collecting rainwater, the retention time of the rainwater is not more than twenty-four hours, and the retention time of the rainwater is reduced.
Description
Technical Field
The utility model relates to the technical field of sinking greenbelts, in particular to a sinking greenbelt structure with a permeable pipe and a square overflow port structure.
Background
The sinking green land is lower than the surrounding ground, utilizes an open space to receive and store rainwater, achieves the effect of reducing runoff discharge, mainly uses native herbaceous plants as internal plants, and is often required to face rainfall weather in city construction and planning, so that the sinking green land structure with the permeable pipes and the square overflow port structure are provided.
Through retrieval, patent publication number CN214033990U discloses an ecological sponge park sinking green land, which comprises a planting soil layer and an overflow well, wherein the planting soil layer is lower than a pavement to form a sunken water storage layer, and the bottom end of the overflow well is inserted into a plain soil layer; the upper end of the overflow well is provided with a rainwater grate, the bottom of the overflow well is provided with a broken stone cushion layer, and the well body of the overflow well is cast by plain concrete; be provided with the cement mortar layer on the overflow well inner wall, overflow well both sides wall intercommunication has the drain pipe, the drain pipe is connected to the rainwater pipe network, and the contrast file is less to the capacity area of rainwater, does not have the deepwater zone to hold to lead to the detention time of rainwater longer, and the inconvenient when discharge is big of contrast file moreover, carries out extra retaining and protection to the water yield, thereby has reduced the extra water storage of equipment.
Disclosure of Invention
The utility model aims to provide a sunk green land structure with a permeable pipe and a square overflow port structure, water flows in through a water inlet of a through filtration type rainwater, then water is drained through a reservoir, finally the reservoir with a depth of 100-200mm is connected with a municipal water well for drainage, the reservoir with a depth of 100-200mm is used for containing and collecting the rainwater, the retention time of the rainwater is not longer than twenty-four hours, the retention time of the rainwater is reduced, green land plants are planted through a packing layer, then a seepage-proofing film is used for protection, original soil is used for supporting, cobbles are used for laying, cobbles can be laid around to avoid hidden danger caused by damage, and the additional water yield of equipment is improved by using the cobbles layer for additional absorption and storage of the rainwater when the rainwater flow is large.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
the utility model provides a sinking green land structure and square overflow mouth structure that has pipe that permeates water, includes the cistern, the inside of cistern is all run through fixed mounting and is had the inlet tube, the both sides of cistern are run through and are provided with the rainwater connecting pipe, the outside of cistern is all fixedly provided with the gravel layer, the bottom of gravel layer is all fixed mounting has the perforation pipe that permeates water, the top of perforation pipe that permeates water is all fixed mounting has cement mortar, the opposite face of cement mortar is all fixed mounting has the plastering layer.
Preferably, cobbles are paved at the top of the gravel layer, and upper soil layers are movably arranged at two sides of the gravel layer.
Preferably, the top of the upper soil layer is movably provided with a motor vehicle lane, the bottom of the upper soil layer is fixedly provided with an impermeable film, and the upper soil layer comprises raw soil.
Preferably, geotechnical cloth is movably arranged at the top of the original soil, a filler layer is paved at the top of the geotechnical cloth, and green plants are movably arranged at the top of the filler layer.
Preferably, the bottom of the reservoir is paved with a concrete foundation, and the top of the reservoir is fixedly provided with an overflow well seat.
Preferably, the top of the overflow well seat is movably provided with a square cast iron overflow port, and the inside of the square cast iron overflow port is provided with a through-filtering type water inlet in a penetrating way.
Compared with the prior art, the utility model has the beneficial effects that:
(1) Through the through-filtering type rain water inlet penetrating through the inside of the square cast iron overflow port, the square cast iron overflow port can be used for installation, water enters from the through-filtering type rain water inlet and flows into the square cast iron overflow port, then the reservoir is used for drainage, and finally the rainwater connecting pipe is used for connecting a municipal water well for drainage, so that the reservoir with the concave depth of 100-200mm can be used for accommodating and collecting the rainwater, the retention time of the rainwater is not more than twenty-four hours, and the retention time of the rainwater is reduced;
(2) Through all having laid cobblestone at the top of gravel layer, can plant the greenery patches plant through the packing layer, utilize the prevention of seepage membrane to protect afterwards, then utilize the original soil to support, utilize cobblestone to pave at last, can lay cobblestone around to avoid its damage to cause the hidden danger, thereby utilize the gravel layer to carry out extra absorption and storage to the rainwater when rainwater flow is great, thereby promoted the extra water yield of equipment.
Drawings
Fig. 1 is a schematic structural view of the present utility model.
Fig. 2 is a schematic side view of the present utility model.
Fig. 3 is a schematic view of a partial structure of a reservoir according to the present utility model.
Fig. 4 is a schematic diagram of a partial side view of a gravel layer according to the present utility model.
FIG. 5 is a partial perspective view of a square cast iron overflow port according to the present utility model.
FIG. 6 is a partial perspective view of an overflow well seat in accordance with the present utility model.
The meaning of each reference numeral in the figures is: 1. applying a soil layer; 101. an impermeable membrane; 102. a motor vehicle lane; 103. raw soil; 104. geotextile; 105. a filler layer; 2. a reservoir; 201. a water inlet pipe; 3. a gravel layer; 301. perforating the water permeable pipe; 302. cement mortar; 303. a plastering layer; 304. cobblestones; 4. square cast iron overflow port; 401. filtering type gully; 5. an overflow well seat; 6. a rain water connection pipe; 7. green field plants; 8. a concrete foundation.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
The utility model provides a technical scheme that:
referring to fig. 1-6, the submerged green land structure with the permeable pipes and the square overflow port structure comprise a water reservoir 2, wherein concrete foundations 8 are paved at the bottom of the water reservoir 2, and an overflow port well seat 5 is fixedly arranged at the top of the water reservoir 2;
specifically, as shown in fig. 1 and 6, when in use, the concrete foundation 8 is paved at the bottom of the reservoir 2, so that the equipment can be supported and fixed by using the concrete foundation 8, then the reservoir 2 is used for storing water in a rainy day, and finally rainwater flows into the reservoir 2 by using the overflow well seat 5, thereby being convenient for supporting the equipment and avoiding loose land structure caused by the rainwater;
the top of the overflow mouth well seat 5 is movably provided with a square cast iron overflow mouth 4, the inside of the square cast iron overflow mouth 4 is provided with a through filtration type water inlet 401 in a penetrating way, the inside of the reservoir 2 is provided with a water inlet pipe 201 in a penetrating and fixing way, and two sides of the reservoir 2 are provided with rainwater connecting pipes 6 in a penetrating way;
specifically, as shown in fig. 1, 3 and 5, when in use, through the through-filtering type water inlet 401 penetrating through the inside of the square cast iron overflow port 4, the square cast iron overflow port 4 can be utilized for installation, then the through-filtering type water inlet 401 is utilized for inflow of water and rainwater, then the reservoir 2 is utilized for drainage, and finally the rainwater connecting pipe 6 is utilized for connecting a municipal water well for drainage, and the reservoir 2 with the concave depth of 100-200mm can be utilized for containing and collecting rainwater, so that the retention time of the rainwater is not more than twenty-four hours, thereby reducing the retention time of the rainwater;
the outside of the reservoir 2 is fixedly provided with a gravel layer 3, cobbles 304 are paved on the top of the gravel layer 3, upper soil layers 1 are movably installed on two sides of the gravel layer 3, motor vehicle lanes 102 are movably arranged on the top of the upper soil layers 1, impermeable films 101 are fixedly installed on the bottom of the upper soil layers 1, the upper soil layers 1 comprise raw soil 103, geotechnical cloth 104 is movably installed on the top of the raw soil 103, packing layers 105 are paved on the top of the geotechnical cloth 104, and greenbelt plants 7 are movably installed on the top of the packing layers 105;
specifically, as shown in fig. 1, 2 and 4, when in use, cobbles 304 are paved on the top of the gravel layer 3, so that the packing layer 105 can be used for planting greenery patches 7, then the impermeable membrane 101 is used for protection, then the original soil 103 is used for supporting, finally cobbles 304 are paved, cobbles 304 can be paved around the cobbles 304 so as to avoid hidden danger caused by damage, and therefore, when the rainwater flow is large, the cobbles layer 3 is used for carrying out additional absorption and storage on the rainwater, and the additional water yield of the equipment is improved;
the bottom of the gravel layer 3 is fixedly provided with a perforated water-permeable pipe 301, the top of the perforated water-permeable pipe 301 is fixedly provided with cement mortar 302, and the opposite surfaces of the cement mortar 302 are fixedly provided with a plastering layer 303;
specifically, as shown in fig. 1 and 4, when in use, cement mortar 302 is fixedly installed on the top of the perforated water permeable pipe 301, the plastering layer 303 can be utilized for blocking, and then the cement mortar 302 is utilized for supporting and protecting, so that the stability of equipment in use is improved.
Working principle: when the device is used, firstly, the concrete foundation 8 is paved at the bottom of the reservoir 2, the concrete foundation 8 can be used for supporting and fixing equipment, then the reservoir 2 is used for storing water in a rainy day, and finally, the overflow well seat 5 is used for enabling rainwater to flow into the reservoir 2;
secondly, through the through-filtering type water inlet 401 which is arranged in the square cast iron overflow port 4 in a penetrating way, the square cast iron overflow port 4 can be used for installation, then water and rainwater flow in through the through-filtering type water inlet 401, then the water is drained through the water reservoir 2, and finally the municipal water well is connected through the rainwater connecting pipe 6 for drainage;
finally, through all laying the cobble 304 at the top of gravel layer 3, can utilize packing layer 105 to plant greenery patches 7, then utilize barrier film 101 to protect, then utilize raw soil 103 to support, finally utilize cobble 304 to lay, can lay cobble 304 around, so as to avoid its damage to cause the hidden danger, thereby utilize gravel layer 3 to carry out extra absorption and storage to the rainwater when rainwater flow is great, through all fixed mounting have cement mortar 302 at the top of perforation infiltration pipe 301, can utilize the rendering coat 303 to carry out the separation, then utilize cement mortar 302 to support the protection.
The foregoing has shown and described the basic principles, principal features and advantages of the utility model. It will be understood by those skilled in the art that the present utility model is not limited to the above-described embodiments, and that the above-described embodiments and descriptions are only preferred embodiments of the present utility model, and are not intended to limit the utility model, and that various changes and modifications may be made therein without departing from the spirit and scope of the utility model as claimed. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (6)
1. The utility model provides a sinking greenbelt structure and square overflow mouth structure that has pipe that permeates water, includes cistern (2), its characterized in that: the inside of cistern (2) is all run through fixed mounting and is had inlet tube (201), the both sides of cistern (2) are run through and are provided with rainwater connecting pipe (6), the outside of cistern (2) is all fixedly provided with gravel layer (3), the bottom of gravel layer (3) is all fixed mounting and is had perforation water permeability pipe (301), the top of perforation water permeability pipe (301) is all fixed mounting has cement mortar (302), the opposite face of cement mortar (302) is all fixed mounting and is had plastering (303).
2. The submerged greenbelt structure and square overflow port structure with permeable tubes according to claim 1, wherein: cobbles (304) are paved at the top of the gravel layer (3), and upper soil layers (1) are movably arranged at two sides of the gravel layer (3).
3. The submerged greenbelt structure and square overflow port structure with permeable tubes according to claim 2, wherein: the top of the upper soil layer (1) is movably provided with a motor vehicle lane (102), the bottom of the upper soil layer (1) is fixedly provided with an impermeable film (101), and the upper soil layer (1) comprises raw soil (103).
4. A sinking greenbelt structure and square overflow structure with permeable tubes as claimed in claim 3, wherein: geotechnical cloth (104) is movably mounted at the top of original soil (103), a filler layer (105) is paved at the top of geotechnical cloth (104), and greenery patches (7) are movably mounted at the top of filler layer (105).
5. The submerged greenbelt structure and square overflow port structure with permeable tubes according to claim 1, wherein: the bottom of the reservoir (2) is paved with a concrete foundation (8), and the top of the reservoir (2) is fixedly provided with an overflow well seat (5).
6. The submerged greenbelt structure and square overflow port structure with permeable tubes according to claim 5, wherein: the top of the overflow mouth well seat (5) is movably provided with a square cast iron overflow mouth (4), and the inside of the square cast iron overflow mouth (4) is provided with a through-filtering type water inlet (401) in a penetrating way.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321292728.7U CN219909285U (en) | 2023-05-25 | 2023-05-25 | Sinking green land structure with permeable pipes and square overflow port structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321292728.7U CN219909285U (en) | 2023-05-25 | 2023-05-25 | Sinking green land structure with permeable pipes and square overflow port structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219909285U true CN219909285U (en) | 2023-10-27 |
Family
ID=88440599
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321292728.7U Active CN219909285U (en) | 2023-05-25 | 2023-05-25 | Sinking green land structure with permeable pipes and square overflow port structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219909285U (en) |
-
2023
- 2023-05-25 CN CN202321292728.7U patent/CN219909285U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant |