CN212477311U - Sponge ecological parking lot - Google Patents

Sponge ecological parking lot Download PDF

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Publication number
CN212477311U
CN212477311U CN202020460779.6U CN202020460779U CN212477311U CN 212477311 U CN212477311 U CN 212477311U CN 202020460779 U CN202020460779 U CN 202020460779U CN 212477311 U CN212477311 U CN 212477311U
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overflow
area
rainwater
bioretention
drainage
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CN202020460779.6U
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高俊斌
刘亮亮
颉会强
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Beijing Taining Technology Group Co ltd
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Beijing Tidelion S&i Rainwater Harvesting Technology Co ltd
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Abstract

The utility model discloses an ecological parking area of sponge, including drainage system and a plurality of groups parking unit, have a drainage district on every group parking unit, have a bioretention district on the drainage system, the lower in bioretention district is provided with an overflow arrangement, has an overflow mouth on the overflow arrangement, and the overflow mouth exceeds the lower surface distance in bioretention district, drainage district can with the rainwater water conservancy diversion on it extremely in bioretention district, overflow arrangement is used for discharging in the leading-in overflow mouth of the water that goes out the overflow mouth in bioretention district. The utility model discloses with the rainwater water conservancy diversion of drainage area to bioretention district, with the leading-in emission of rainwater that exceeds the overflow mouth, and the rainwater of drainage area can further be discharged into in the overflow well again through the infiltration pipe, the utility model discloses can collect multistage rainwater, nourish the view, the infiltration soil, recycle, occupation space is littleer, and the realization function is bigger.

Description

Sponge ecological parking lot
Technical Field
The utility model relates to an environmental ecology field specifically says a sponge ecological parking area.
Background
The 'guidance suggestion about promoting sponge city construction' is clear, the influence of city development and construction on the ecological environment is reduced to the maximum extent through sponge city construction, and 70% of rainfall is absorbed and utilized on the spot. In 2020, more than 20% of the area of the urban built-up area meets the target requirement; by 2030, more than 80% of the area of the built-up area of the city meets the target requirement. From 2015, the construction requirements of sponge cities in new urban areas need to be fully met; the old urban area is to be combined with the transformation of shed house areas and urban and rural critical houses, the organic updating of old communities and the like so as to solve the problem of urban waterlogging, collect and utilize rainwater and treat black and odorous water as breakthrough, promote the overall treatment of the area, and gradually realize the relief of small rain, large rain, black and odorous water and heat islands.
The method has the advantages of popularizing the sponge type buildings and communities, the sponge type roads and squares, promoting the construction of urban drainage waterlogging prevention facilities and the transformation of waterlogging points, implementing rain and sewage diversion, building rainwater storage facilities in a scientific layout manner, and promoting the construction of park greenbelts and natural ecological restoration.
Under the promotion of related policies, the transformation of sponge honesty is continuously carried out. The parking lot occupies a large part of the area of the residential area, and has a very important position for sponge city reconstruction. However, the sponge in the parking lot is improved rarely, the grass planting bricks are paved mostly, the grass planting grids can play a part of landscape effects, and the sponge city can hardly be improved and constructed.
Therefore, in the sponge city transformation, the hardening pavement area of the parking lot is reduced, so that the comprehensive runoff coefficient is reduced, and the important point for solving the sponge transformation project is achieved.
Most ground parking area is the sclerosis area at present, and its application in the sponge city because under the order of relevant policy, the construction of sponge is indispensable, and because of the planning problem in many residential districts places, the space of sponge transformation is less again. Because the pressure intensity is considered, most of the current parking lots are grass planting grids and grass planting bricks. Most are combined with landscaping, but the sponge is not much modified.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to solve one of the technical problem that exists among the prior art at least, provide an ecological parking area of sponge.
The technical solution of the utility model is as follows:
the utility model provides an ecological parking area of sponge, includes drainage system and a plurality of groups parking unit, has a drainage district on every group parking unit, the last biological detention district that has of drainage system, the minimum in biological detention district is provided with an overflow arrangement, an overflow mouth has on the overflow arrangement, the overflow mouth is higher than a distance in biological detention district's minimum surface, the drainage district can with its rainwater water conservancy diversion extremely biological detention district, overflow arrangement is used for discharging in the leading-in overflow mouth of the water that goes out the overflow mouth in the biological detention district.
Preferably, the distance is 50-150 mm.
Preferably, drainage zone is from last to being provided with vegetable layer, metalling and plain soil layer down in proper order, the metalling is provided with the infiltration pipe, the infiltration pipe can converge the rainwater to biological detention district.
Preferably, the vegetation layer comprises a plurality of grass planting units, the periphery of each grass planting unit is coated with pervious concrete, and the backfill in each grass planting unit is lower than the pervious concrete.
Preferably, the overflow arrangement includes overflow well, infiltration canal and rainwater well, the overflow mouth set up in on the overflow well, the overflow well pass through the inlet tube with the infiltration canal intercommunication, the infiltration canal pass through the outlet pipe with the rainwater well intercommunication.
Preferably, the height of the water inlet pipe and the overflow well is lower than the height of the water outlet pipe and the rainwater well.
Preferably, the catch basin is connected to a municipal pipe network by a pipeline.
Preferably, the overflow well is provided with a filter element for filtering impurities passing through the overflow well.
Preferably, the drainage area takes the biological retention area as the lowest position to find slopes towards two sides.
Preferably, the drainage area uses the biological detention area as the center and sets up relative parking stall to both sides, is provided with opening curb on the parking stall.
The utility model has the advantages that: the utility model discloses a combination of drainage zone and biological detention district, with the rainwater water conservancy diversion of drainage zone to biological detention district, the rainwater leading-in overflow well internal discharge that will exceed the overflow mouth, and the rainwater of drainage zone can further discharge into in the overflow well through the infiltration pipe again, and is detained in the rainwater infiltration of biological detention district to infiltration ditch in addition, when the water level in the infiltration ditch reaches the height of drain pipe, can discharge into the rainwater well, thereby can carry out multistage recycle to the rainwater, nourish the view, the infiltration land, recycle, occupation space is little, it is bigger to realize the function.
Drawings
Fig. 1 is a schematic plan view of a sponge ecological parking lot in a preferred embodiment of the present invention;
FIG. 2 is a view B-B of FIG. 1;
FIG. 3 is a diagram of the construction process of the vegetable layer in the preferred embodiment of the present invention;
3 FIG. 3 4 3 is 3 a 3 transverse 3 sectional 3 view 3 A 3- 3 A 3 of 3 FIG. 3 1 3; 3
In the figure, 1-overflow well, 101-water outlet sewage intercepting basket, 102-water outlet overflow cover, 2-base, 3-permeation tube, 301-water inlet tube, 302-water outlet tube, 303-water outlet tube, 4-rainwater well, 402-rainwater well seat, 5-pervious concrete, 6-gravel layer, 7-plain soil layer, 8-permeation channel, 9-parking space, 10-sidewalk, 11-grass planting terrace, 12-geotextile, 13-steel bar fence, 14-open curb, 15-backfill soil, 100-bioretention area and 200-drainage area.
Detailed Description
This section will describe in detail the embodiments of the present invention, preferred embodiments of the present invention are shown in the attached drawings, which are used to supplement the description of the text part of the specification with figures, so that one can intuitively and vividly understand each technical feature and the whole technical solution of the present invention, but they cannot be understood as the limitation of the protection scope of the present invention.
In the description of the present invention, it should be understood that the orientation or positional relationship indicated with respect to the orientation description, such as up, down, front, rear, left, right, etc., is based on the orientation or positional relationship shown in the drawings, and is only for convenience of description and simplification of description, and does not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
In the description of the present invention, a plurality of means are one or more, a plurality of means are two or more, and the terms greater than, less than, exceeding, etc. are understood as not including the number, and the terms greater than, less than, within, etc. are understood as including the number. If the first and second are described for the purpose of distinguishing technical features, they are not to be understood as indicating or implying relative importance or implicitly indicating the number of technical features indicated or implicitly indicating the precedence of the technical features indicated.
In the description of the present invention, unless there is an explicit limitation, the words such as setting, installation, connection, etc. should be understood in a broad sense, and those skilled in the art can reasonably determine the specific meanings of the above words in combination with the specific contents of the technical solution.
Referring to fig. 1 to 4, a preferred embodiment of the present invention:
the utility model provides an ecological parking area of sponge, includes drainage system and a plurality of groups parking unit, has a drainage area 200 on every group parking unit, has a biological detention district 100 on the drainage system, and biological detention district 100's lower is provided with an overflow arrangement, has an overflow mouth on the overflow arrangement, and the overflow mouth exceeds the surface of biological detention district's lower surface a distance, and drainage area 200 can with its on rainwater water conservancy diversion extremely biological detention district 100, overflow arrangement is used for discharging the leading-in overflow mouth of the water that goes out the overflow mouth on biological detention district 100, through the combination of drainage area 200 and biological detention district 100, with drainage area 200's rainwater water conservancy diversion to biological detention district 100, discharge in the leading-in overflow mouth of the rainwater that goes out the overflow mouth, and drainage area 200's rainwater can further discharge in overflow well 1 through infiltration pipe 3 again.
As a preferred embodiment of the present invention, it may also have the following additional technical features:
the overflow port is higher than the lowest surface of the bioretention area by a distance of 50-150mm, preferably 100mm, so that a part of rainwater can be retained in the bioretention area 100 and slowly permeate for plant growth.
Drainage area 200 is from last to being provided with vegetable layer, metalling 6 and plain soil layer 7 down in proper order, is provided with the infiltration pipe 3 in the metalling 6, and infiltration pipe 3 can converge drainage area 200's rainwater to biological detention district 100.
The vegetable layer includes a plurality of grass planting units, and the periphery of each grass planting unit adopts 5 cladding of pervious concrete, and the backfill soil 15 in the grass planting unit is less than pervious concrete, and during the concrete application, the plant in the grass planting unit leaves 30 mm's living space at least, buries the reinforcing bar bars 13 in the pervious concrete 5, and the infiltration pipe 3 outsourcing is equipped with geotechnological cloth 12.
The overflow device comprises an overflow well 1, a penetration channel 8 and a rainwater well 4, an overflow port is arranged on the overflow well 1, the overflow well 1 is communicated with the penetration channel 8 through a water inlet pipe 301, the penetration channel 8 is communicated with the rainwater well 4 through a water outlet pipe 302, specifically, the penetration channel 8 is positioned in the gravel layer 6, and the arrangement can enable rainwater retained in the biological retention area 100 to slowly penetrate into the gravel layer 6 and then enter the penetration channel 8; in still other applications, the rainwater well 4 is provided with a rainwater well seat 402 at the well head for safety.
The height of the joint of the water inlet pipe 301 and the overflow well 1 is lower than that of the joint of the water outlet pipe 302 and the rainwater well 4. When the water level in the infiltration canal 8 gradually rises and reaches the position of the water outlet pipe 302, the rainwater is discharged into the rainwater well 4, so as to achieve the purpose of seeping water from the lower part to the higher part as much as possible.
Rainwater well 4 is connected to municipal pipe network through the pipeline, specifically, wherein infiltration pipe 3 includes branch pipe (according to intensity and infiltration volume consideration, its diameter is not more than 75mm) and main pipe (its diameter is not more than 90mm), get into infiltration canal 8 by inlet tube 301, arrange to municipal rainwater in by drain pipe 302 again, can discharge into municipal pipe network or get into the retrieval and utilization storage pond through outlet 303 after getting into rainwater well, carry out recycle, surface course water also can directly be water conservancy diversion to rainwater well in the parking lot, the multilayer is retrieved, fully utilize in the view, can also supply bottom water, and is further, can arrange to recycling system or rainwater pipe network if rainwater infiltrates comparatively saturated, thereby reach and can ooze and arrange.
Be provided with on the overflow well 1 and filter the piece, it is used for filtering through the impurity on it, and during specific application, filter the piece and intercept dirty basket 101 for the outlet, still match on this outlet intercept dirty basket 101 and be provided with outlet overflow cover 102, this setting can intercept partly biological impurity.
Drainage area 200 uses biological detention district 100 to look for the slope to both sides for the lower, during specific application, the slope is greater than or equal to 1 can, specifically, plain soil layer 7 makes the slope drainage road bed unanimous with the road surface slope, and the convenient 3 rivers of infiltration pipe in its upper portion are unobstructed.
The drainage area 200 is provided with opposite parking spaces to both sides with the bioretention area 100 as the center, and the parking spaces are provided with opening curbs 14 and ground car stoppers; when the rainfall is too big in the parking area ground, can follow curb opening 14 according to the slope and flow into biological detention district 100, enter into the rainwater in biological detention district 100, can be detained in the district, the overflow mouth of overflow well 1 can exceed ground 50-150mm according to the circumstances, guarantee that partial rainwater is retained all the time to the earth's surface in biological detention district 100, treat to detain the oral area that highly surpasss overflow well 1, it intercepts filtration back inflow infiltration canal 8 from overflow well 1 to get into outlet overflow cover 102 and get into outlet interception basket 101 through the outlet, thereby carry out partial rainwater infiltration to the vegetable layer.
When the concrete implementation, the utility model discloses not be restricted to as shown in fig. 1 6 parking stalls correspond 2 overflow mouths, can adjust according to the condition.
In still other embodiments, a sidewalk 10 is also provided in the parking lot.
A concrete construction method of a sponge ecological parking lot comprises the following steps:
the method comprises the following steps: constructing the plain soil layer 7 and the base 2, and tamping;
step two: then filling 10-20mm of broken stones on the plain soil layer 7, and simultaneously installing an overflow well 1, a water inlet pipe 301, a permeation pipe 3, a water outlet pipe 302, a permeation canal 8 and a rainwater well 4, wherein the overflow well 1 and the rainwater well 4 are installed on a base 2, and then covering 10-20mm of broken stones to obtain a broken stone layer 6;
step three: continuing to adopt planting soil to level and slope on the crushed stone layer 6;
step four: and planting plants and constructing planting units according to needs to obtain a vegetation layer.
The parking lot constructed by the construction method can be used for sponge city reconstruction engineering to a large extent, the parking lot and the landscape are perfectly combined, the functions of water absorption, water storage, water seepage and water purification are realized during raining, the stored water can be released and utilized as required, rainwater can freely migrate in the city, the sponge green land is consumed and used for storing rainwater, space is provided for storing rainwater in peripheral areas, and meanwhile, the construction method can play an important role in strengthening protection and ecological restoration of water bodies such as city pits, rivers, lakes, wetlands and the like.
The above additional technical features can be freely combined and used in superposition by those skilled in the art without conflict.
The above is only the preferred embodiment of the present invention, as long as the technical solution of the purpose of the present invention is realized by the substantially same means, all belong to the protection scope of the present invention.

Claims (9)

1. A sponge ecological parking lot is characterized by comprising a drainage system and a plurality of groups of parking units, wherein each group of parking units is provided with a drainage area (200), the drainage system is provided with a bioretention area (100), the lowest part of the bioretention area (100) is provided with an overflow device, the overflow device is provided with an overflow port, the overflow port is higher than the surface of the lowest part of the bioretention area by a distance, the drainage area (200) can guide rainwater on the drainage area to the bioretention area (100), and the overflow device is used for guiding water on the bioretention area (100) higher than the overflow port into the overflow port for discharging;
overflow arrangement includes overflow well (1), infiltration canal (8) and rainwater well (4), the overflow mouth set up in on the overflow well (1), overflow well (1) through inlet tube (301) with infiltration canal (8) intercommunication, infiltration canal (8) through outlet pipe (302) with rainwater well (4) intercommunication.
2. The sponge ecological parking lot of claim 1, wherein the distance is 50-150 mm.
3. The sponge ecological parking lot according to claim 1, wherein the drainage area (200) is provided with a vegetation layer, a gravel layer (6) and a plain soil layer (7) from top to bottom in sequence, a penetration pipe (3) is arranged in the gravel layer (6), and the penetration pipe (3) can converge rainwater to the bioretention area (100).
4. The sponge ecological parking lot of claim 3, wherein the vegetation layer comprises a plurality of grass planting units, the periphery of each grass planting unit is coated with pervious concrete, and the backfill (15) in the grass planting units is lower than the pervious concrete.
5. The sponge ecological parking lot as claimed in claim 1, wherein the height of the connection between the water inlet pipe (301) and the overflow well (1) is lower than the height of the connection between the water outlet pipe (302) and the rainwater well (4).
6. A sponge ecological parking lot according to claim 1, characterized in that the catch basin (4) is connected to the municipal pipe network by piping.
7. A sponge ecological park according to claim 1, characterized in that the overflow well (1) is provided with a filter for filtering impurities passing over it.
8. The sponge ecological parking lot as claimed in claim 1, wherein the drainage area (200) is sloped towards two sides with the bioretention area (100) as the lowest part.
9. The sponge ecological parking lot as claimed in claim 1, wherein the drainage area (200) is provided with opposite parking spaces (9) towards two sides with the bioretention area (100) as a center, and the parking spaces (9) are provided with open curbs (14).
CN202020460779.6U 2020-04-02 2020-04-02 Sponge ecological parking lot Active CN212477311U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111395099A (en) * 2020-04-02 2020-07-10 北京泰宁科创雨水利用技术股份有限公司 Sponge ecological parking lot

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111395099A (en) * 2020-04-02 2020-07-10 北京泰宁科创雨水利用技术股份有限公司 Sponge ecological parking lot

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GR01 Patent grant
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CP01 Change in the name or title of a patent holder

Address after: 102200 1-3 / F, building 7, No. 90, Shuangying West Road, science and Technology Park, Changping District, Beijing

Patentee after: Beijing Taining Technology Group Co.,Ltd.

Address before: 102200 1-3 / F, building 7, No. 90, Shuangying West Road, science and Technology Park, Changping District, Beijing

Patentee before: Beijing Tidelion S&I Rainwater Harvesting Technology Co.,Ltd.

PE01 Entry into force of the registration of the contract for pledge of patent right
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of utility model: A sponge ecological parking lot

Effective date of registration: 20230302

Granted publication date: 20210205

Pledgee: Zhongguancun Beijing technology financing Company limited by guarantee

Pledgor: Beijing Taining Technology Group Co.,Ltd.

Registration number: Y2023990000144