CN206571217U - Outdoor Parking position system based on sponge the idea of the city - Google Patents
Outdoor Parking position system based on sponge the idea of the city Download PDFInfo
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Abstract
本实用新型提供了一种基于海绵城市理念的室外停车位系统,包括基坑,所述基坑的顶部设有停车平台,该停车平台上设有若干透水孔;在所述停车平台下方设置有净化过滤层,该净化过滤层与所述停车平台之间形成第一蓄水层;所述净化过滤层下方设置有第二蓄水层;所述净化过滤层包括园林种植土壤、粗砂以及腐殖质锯末混合物,在该净化过滤层的顶部种植有绿化植物。本实用新型中,在降雨时,雨水经由停车平台的透水孔进入第一蓄水层中进行调蓄;然后,雨水慢慢向下进入第二蓄水层,在净化过滤层的作用下,进入第二蓄水层中的水质得以大幅改善。由此可见,本实用新型对雨水的水量和水质双方面均具有一定的控制功能,有利于节约水资源和减轻城市内涝风险。
The utility model provides an outdoor parking space system based on the concept of a sponge city, which includes a foundation pit, a parking platform is arranged on the top of the foundation pit, and a number of permeable holes are arranged on the parking platform; Purification filter layer, the first water storage layer is formed between the purification filter layer and the parking platform; the second water storage layer is arranged below the purification filter layer; the purification filter layer includes garden planting soil, coarse sand and humus A sawdust mixture, with greenery planted on top of this purifying filter layer. In the utility model, when it rains, the rainwater enters the first aquifer through the permeable hole of the parking platform for regulation and storage; then, the rainwater slowly enters the second aquifer downwards, and enters the second aquifer under the action of the purification filter layer. The water quality in the second aquifer has improved substantially. It can be seen that the utility model has a certain control function on both the quantity and quality of rainwater, which is beneficial to saving water resources and reducing the risk of urban waterlogging.
Description
技术领域technical field
本实用新型涉及停车系统技术领域,具体涉及一种基于海绵城市理念的室外停车位系统。The utility model relates to the technical field of parking systems, in particular to an outdoor parking space system based on the concept of a sponge city.
背景技术Background technique
随着城市化进程的加快,多地频发内涝灾害,洪涝灾害已经成为困扰中国各大城市的城市病,仅2008年-2010年就有62%的城市发生过不同程度的暴雨内涝,造成财产损失甚至人员伤亡。城市降雨径流的淋浴和冲刷作用产生形成的面源污染是除了农业面源污染的第二大面源污染类型。特别是在暴雨初期,由于降雨,径流将地表的以及沉积在下水管网的污染物,在短时间内,突发性冲刷汇入受纳水体,而引起水体污染。内涝和面源污染是城市雨洪面临的主要问题,解决不好会影响城市的健康发展和人民生活的安全。海绵城市建设通过各类低影响开发雨水基础设施,充分发挥城市绿地、道路以及水系等对雨水的吸纳、蓄渗和缓释作用,使城市开发建设后的水文特征接近开发前。With the acceleration of the urbanization process, waterlogging disasters occur frequently in many places. Flood disasters have become an urban disease that plagues major cities in China. From 2008 to 2010 alone, 62% of cities experienced different degrees of rainstorms and waterlogging, causing property damage. losses and even casualties. The non-point source pollution formed by the showering and scouring of urban rainfall runoff is the second largest type of non-point source pollution after agricultural non-point source pollution. Especially in the early stage of heavy rain, due to the rainfall and runoff, the pollutants on the surface and deposited in the sewer network will suddenly wash into the receiving water body in a short period of time, causing water pollution. Waterlogging and non-point source pollution are the main problems faced by urban rain and floods. If they are not solved properly, they will affect the healthy development of the city and the safety of people's lives. Sponge city construction uses various low-impact development of rainwater infrastructure to give full play to the absorption, storage and slow release of rainwater by urban green spaces, roads and water systems, so that the hydrological characteristics after urban development and construction are close to those before development.
透水型停车位是一种比较普遍应用的低影响开发技术。透水停车位利用透水材料替代传统停车场使用的混凝土、沥青和面砖等,使雨水在原位渗透,减小下垫面径流系数。透水型停车位一般在土基上建造,至上而下设置透水面层、透水找平层、透水基层和透水底基层。透水面层一般采用透水砖、嵌草砖、透水混凝土等;透水找平层一般采用干砂、碎石或干硬性砂浆,厚度一般为20mm-30mm;透水基层一般采用级配碎石、中粗砂或者天然级配砂砾料等,透水底基层厚度一般大于150mm。Permeable parking spaces are a relatively common low-impact development technique. Permeable parking spaces use permeable materials to replace concrete, asphalt and facing bricks used in traditional parking lots, so that rainwater can infiltrate in situ and reduce the runoff coefficient of the underlying surface. The permeable parking spaces are generally built on the soil foundation, and the permeable surface layer, permeable leveling layer, permeable base and permeable subbase are set from top to bottom. The permeable surface layer generally adopts permeable bricks, grass-embedded bricks, permeable concrete, etc.; the permeable leveling layer generally adopts dry sand, gravel or dry hard mortar, and the thickness is generally 20mm-30mm; the permeable base generally adopts graded gravel and medium coarse sand Or natural graded gravel materials, etc., the thickness of the permeable subbase is generally greater than 150mm.
透水铺装停车位适用区域广,施工方便,具有通过渗透降低地面径流系数、储水和回补地下水等功能,但存在以下缺点:Permeable paved parking spaces have a wide range of applications and are convenient for construction. They have the functions of reducing the surface runoff coefficient through infiltration, storing water, and replenishing groundwater. However, they have the following disadvantages:
1)易堵塞,堵塞后透水能力下降至普通材料水平,不能再发挥功用;1) It is easy to clog, and the water permeability will drop to the level of ordinary materials after clogging, and it can no longer function;
2)渗水透水能力有限:透水停车位虽然面层一般渗透系数都较大(一般大于1×10-4m/s),能够使中小降雨及时渗透入基层或地下,但因为周边土壤一般渗透能力有限,停车位底层将很快达到饱和。按照碎石基层厚度200mm孔隙率按照20%计,蓄水能力满足40mm降雨量,大概相当于中国华南地区持续时间为一小时的一年一遇降雨量,能力将接近极限;2) Water seepage and water permeability are limited: Although the surface layer of permeable parking spaces generally has a large permeability coefficient (generally greater than 1×10-4m/s), it can make medium and small rainfall penetrate into the base layer or underground in time, but because the surrounding soil generally has limited permeability , the ground floor of parking spaces will soon be saturated. According to the porosity of 20% based on the thickness of the crushed stone base layer of 200mm, the water storage capacity can meet the rainfall of 40mm, which is roughly equivalent to the once-a-year rainfall that lasts for one hour in South China, and the capacity will be close to the limit;
3)寒冷地区有被冻融破坏的风险。3) There is a risk of being damaged by freezing and thawing in cold areas.
实用新型内容Utility model content
针对现有技术中的缺陷,本实用新型提供一种基于海绵城市理念的室外停车位系统,以提供对雨水水量和水质双方面的控制功能,在控制雨水水量的同时,改善雨水质量,便于雨水再利用,有利于节约水资源。Aiming at the defects in the prior art, the utility model provides an outdoor parking space system based on the concept of sponge city to provide the control function of both rainwater volume and water quality, and improve the rainwater quality while controlling the rainwater volume, so as to facilitate rainwater Reuse is conducive to saving water resources.
本实用新型提供的一种基于海绵城市理念的室外停车位系统,包括基坑,所述基坑的顶部设有停车平台,该停车平台上设有若干透水孔;在所述停车平台下方设置有净化过滤层,该净化过滤层与所述停车平台之间形成第一蓄水层,所述净化过滤层下方设置有第二蓄水层;所述净化过滤层包括园林种植土壤、粗砂以及腐殖质锯末混合物,在该净化过滤层的顶部种植有绿化植物。The utility model provides an outdoor parking space system based on the concept of a sponge city, which includes a foundation pit, a parking platform is provided on the top of the foundation pit, and a number of permeable holes are arranged on the parking platform; A purification filter layer, a first water storage layer is formed between the purification filter layer and the parking platform, and a second water storage layer is arranged below the purification filter layer; the purification filter layer includes garden planting soil, coarse sand and humus A sawdust mixture, with greenery planted on top of this purifying filter layer.
本实用新型中,在降雨时,雨水经由停车平台的透水孔进入第一蓄水层中,该第一蓄水层为停车平台和净化过滤层之间形成的空置区域,相当于一个下凹的空间,因此,第一蓄水层可以容纳较多的雨水,对雨水进行调蓄,大幅度减少停车平台上雨水的积存;然后,第一蓄水层中的雨水会在重力的作用下,慢慢向下经由净化过滤层进入第二蓄水层,在净化过滤层的过滤作用下,进入到第二蓄水层中的水质得以大幅度改善,雨水在第二蓄水层向地下土壤层进行进一步渗透,最终汇入地下水中,可有效补充地下水资源。由此可见,本实用新型对雨水的水量和水质双方面均具有一定的控制功能,有利于节约水资源;此外,净化过滤层的园林种植土壤、粗砂以及腐殖质锯末混合物具有优良的净化能力,且能够支持狗牙根、黑麦草和高羊茅草等常见草坪绿化植物的存活,在净化过滤层的顶部种植此类绿化植物,可以有效填补因建造停车系统而减少的绿化面积,能够将城市中普遍存在的老旧小区停车难问题有效解决的同时,发挥了海绵城市的生态功能。In the utility model, when it rains, the rainwater enters the first water storage layer through the permeable holes of the parking platform. The first water storage layer is an empty area formed between the parking platform and the purification filter layer, which is equivalent to a concave Therefore, the first aquifer can hold more rainwater, adjust and store the rainwater, and greatly reduce the accumulation of rainwater on the parking platform; then, the rainwater in the first aquifer will slowly Slowly go down through the purification filter layer and enter the second aquifer. Under the filtering effect of the purification filter layer, the water quality entering the second aquifer can be greatly improved, and the rainwater will flow to the underground soil layer in the second aquifer. Further infiltration, and finally into the groundwater, can effectively replenish groundwater resources. It can be seen that the utility model has a certain control function on the water quantity and water quality of rainwater, which is conducive to saving water resources; in addition, the garden planting soil, coarse sand and humus sawdust mixture of the purification filter layer have excellent purification ability, And it can support the survival of common lawn greening plants such as bermudagrass, ryegrass and tall fescue grass. Planting such greening plants on the top of the purification filter layer can effectively fill in the greening area reduced by the construction of the parking system, and can generally While effectively solving the problem of difficult parking in the old residential areas, the ecological function of the sponge city has been brought into play.
优选地,所述停车平台包括多个停车板;所述基坑包括两个短侧壁和两个长侧壁,所述长侧壁处设有第一支撑墙,所述短侧壁处设有第二支撑墙,且在两个短侧壁之间等间距设置有多个第二支撑墙;所述第一支撑墙和相邻两个第二支撑墙的顶部搭设有一个所述停车板。第一支撑墙和第二支撑墙可以良好地固定停车板,保障停车板的承载力和稳定性,提高停车系统的安全性能。Preferably, the parking platform includes a plurality of parking boards; the foundation pit includes two short side walls and two long side walls, the long side walls are provided with a first support wall, and the short side walls are provided with There is a second support wall, and a plurality of second support walls are arranged at equal intervals between the two short side walls; the top of the first support wall and two adjacent second support walls is provided with a parking plate . The first supporting wall and the second supporting wall can well fix the parking board, ensure the bearing capacity and stability of the parking board, and improve the safety performance of the parking system.
优选地,所述停车板包括多块钢格板,相邻两块钢格板之间采用安装夹连接,且在相邻两块钢格板的接缝处设有支撑柱。钢格板的结构强度较高,可以保证停车系统的安全性;而且,钢格板具有通风、采光、散热以及防滑等性能,使得停车板下的绿化植物能够接收到足够的阳光照射,有利于植被的成长。Preferably, the parking slab includes a plurality of steel gratings, two adjacent steel gratings are connected by mounting clips, and support columns are provided at the joints of the two adjacent steel gratings. The structural strength of the steel grating is high, which can ensure the safety of the parking system; moreover, the steel grating has ventilation, lighting, heat dissipation and anti-skid properties, so that the green plants under the parking plate can receive enough sunlight, which is beneficial Vegetation growth.
优选地,所述第二蓄水层为砾石蓄水层,所述砾石采用直径为8-11mm的不含杂质的石灰石碎石,所述第二蓄水层的孔隙率30%-40%;所述净化过滤层与第二蓄水层之间设有无纺布。雨水经过滤后,可以在第二蓄水层进行调蓄,采用这种结构的蓄水层,一平方米就可以容纳0.2立方米的雨水,具有优良的雨水调蓄效果;而且,在净化过滤层和第二蓄水层中设置无纺布,可以有效防止净化过滤层中的土壤等物质落入第二蓄水层中,保证净化过滤层的稳定性。Preferably, the second aquifer is a gravel aquifer, the gravel is limestone crushed stone with a diameter of 8-11mm without impurities, and the porosity of the second aquifer is 30%-40%; A non-woven fabric is arranged between the purification filter layer and the second water storage layer. After the rainwater is filtered, it can be stored in the second aquifer. The aquifer with this structure can hold 0.2 cubic meters of rainwater per square meter, which has an excellent effect of rainwater regulation and storage; moreover, in the purification and filtration Non-woven fabrics are arranged in the layer and the second water storage layer, which can effectively prevent the soil and other materials in the purification filter layer from falling into the second water storage layer, and ensure the stability of the purification filter layer.
优选地,所述第二蓄水层中设有排水管,该排水管与溢流井连通;所述排水管的周向上开设有若干排水孔,该排水管的开孔率为3%;所述排水管的外周围绕有无纺布。当雨水水量较大,第一蓄水层和第二蓄水层的调蓄能力达到极限时,雨水会顺着排水孔进入到排水管中,进而将超标准的雨水排至溢流井中,采用这种设计结构,可以提高停车系统的调蓄能力,进一步防止停车板上有雨水积存,有利于城市建设;而且,在排水管的外周设置无纺布,可以防止泥沙等杂质进入到排水管中。Preferably, a drainage pipe is provided in the second aquifer, and the drainage pipe communicates with the overflow well; several drainage holes are provided on the circumference of the drainage pipe, and the opening ratio of the drainage pipe is 3%; The outer circumference of the drainage pipe is surrounded by non-woven fabrics. When the amount of rainwater is large and the regulation and storage capacity of the first aquifer and the second aquifer reaches the limit, the rainwater will enter the drainage pipe along the drainage hole, and then the excess rainwater will be discharged into the overflow well. This design structure can improve the regulation and storage capacity of the parking system, and further prevent the accumulation of rainwater on the parking plate, which is beneficial to urban construction; moreover, the non-woven fabric is arranged on the outer periphery of the drainage pipe, which can prevent impurities such as sediment from entering the drainage pipe middle.
优选地,所述第二蓄水层的底部设有防水布。当第二蓄水层与地下水之间的距离大于1米时,则不必设置防水布,因为雨水在渗入地下水的过程中,会被二次过滤,使得雨水的质量得到了进一步的保障,可以汇入地下水中,不会导致地下水源被污染;而当第二蓄水层的底部距离地下水不足1米时,虽然经过净化过滤后的雨水的质量在理论上已经达到了汇入地下水的标准,但是,为了以防万一,需要在第二蓄水层的底部设置防水布,阻止雨水进入地下水中。Preferably, a waterproof cloth is provided at the bottom of the second water storage layer. When the distance between the second aquifer and the groundwater is greater than 1 meter, there is no need to set up a waterproof cloth, because the rainwater will be filtered twice during the process of infiltrating into the groundwater, so that the quality of the rainwater is further guaranteed and can be collected. However, when the bottom of the second aquifer is less than 1 meter away from the groundwater, although the quality of the purified and filtered rainwater has theoretically reached the standard for entering the groundwater, but , just in case, it is necessary to set up tarpaulins at the bottom of the second aquifer to prevent rainwater from entering the groundwater.
优选地,所述第一支撑墙、第二支撑墙和支撑柱均采用钢筋混凝土材料,以保障其对停车板的支撑作用的稳定性和可靠性。Preferably, the first supporting wall, the second supporting wall and the supporting columns are all made of reinforced concrete to ensure the stability and reliability of their supporting effect on the parking slab.
附图说明Description of drawings
为了更清楚地说明本实用新型具体实施方式或现有技术中的技术方案,下面将对具体实施方式或现有技术描述中所需要使用的附图作简单地介绍。在所有附图中,类似的元件或部分一般由类似的附图标记标识。附图中,各元件或部分并不一定按照实际的比例绘制。In order to more clearly illustrate the specific implementation of the present invention or the technical solutions in the prior art, the following will briefly introduce the drawings that need to be used in the description of the specific implementation or the prior art. Throughout the drawings, similar elements or parts are generally identified by similar reference numerals. In the drawings, elements or parts are not necessarily drawn in actual scale.
图1为本实用新型所述一种基于海绵城市理念的室外停车位系统的俯视图;Fig. 1 is a top view of an outdoor parking space system based on the sponge city concept described in the utility model;
图2为图1中的A-A剖面图;Fig. 2 is A-A sectional view among Fig. 1;
图3为图1中的B-B剖面图。Fig. 3 is a B-B sectional view in Fig. 1 .
附图标记:Reference signs:
1-停车板;2-第一蓄水层;3-净化过滤层;4-第二蓄水层;5-第一支撑墙;6-第二支撑墙;7-支撑柱;8-排水管;9-溢流井。1-Parking board; 2-First water storage layer; 3-Purification filter layer; 4-Second water storage layer; 5-First support wall; 6-Second support wall; 7-Support column; 8-Drain pipe ; 9 - overflow well.
具体实施方式detailed description
下面将结合附图对本实用新型技术方案的实施例进行详细的描述。以下实施例仅用于更加清楚地说明本实用新型的技术方案,因此只作为示例,而不能以此来限制本实用新型的保护范围。Embodiments of the technical solutions of the present utility model will be described in detail below in conjunction with the accompanying drawings. The following examples are only used to illustrate the technical solutions of the present utility model more clearly, so they are only examples, and should not be used to limit the protection scope of the present utility model.
如图1、图2和图3所示,本实用新型一实施例提供的一种基于海绵城市理念的室外停车位系统,包括基坑,在该基坑内从上至下依次为停车板1、第一蓄水层2、净化过滤层3和第二蓄水层4,其中停车板1的上表面与路面齐平;第一蓄水层2为停车板1和净化过滤层3之间形成的空置区域,用于对雨水进行调蓄,减少停车板1上的雨水积存;净化过滤层3包括体积比为5:4:1园林种植土壤、粗砂以及腐殖质锯末混合物,能够去除雨水中85%的TSS固态悬浮物、50%的总氮和65%的总磷,大幅度提高过滤后的雨水质量;第二蓄水层4为砾石蓄水层,孔隙率30%-40%,采用直径为8-11mm的不含杂质的石灰石碎石,雨水经过滤后,可以在第二蓄水层4进行调蓄,一平方米就可以容纳0.2立方米的雨水,具有优良的雨水调蓄效果;在上述净化过滤层3与第二蓄水层4之间设有无纺布,以防止净化过滤层3中的土壤等物质落入第二蓄水层4中,保证净化过滤层的稳定性。As shown in Figure 1, Figure 2 and Figure 3, an outdoor parking space system based on the sponge city concept provided by an embodiment of the utility model includes a foundation pit, and in the foundation pit from top to bottom are parking plates 1, The first water storage layer 2, the purification filter layer 3 and the second water storage layer 4, wherein the upper surface of the parking plate 1 is flush with the road surface; the first water storage layer 2 is formed between the parking plate 1 and the purification filter layer 3 The vacant area is used to regulate and store rainwater to reduce the accumulation of rainwater on the parking plate 1; the purification filter layer 3 includes a mixture of garden planting soil, coarse sand and humus sawdust with a volume ratio of 5:4:1, which can remove 85% of rainwater TSS solid suspended solids, 50% of total nitrogen and 65% of total phosphorus, greatly improve the quality of filtered rainwater; the second aquifer 4 is a gravel aquifer with a porosity of 30%-40%. 8-11mm limestone gravel without impurities, after the rainwater is filtered, it can be stored in the second aquifer 4, and one square meter can hold 0.2 cubic meters of rainwater, which has an excellent effect of rainwater regulation and storage; A non-woven fabric is arranged between the above-mentioned purification filter layer 3 and the second water storage layer 4 to prevent materials such as soil in the purification filter layer 3 from falling into the second water storage layer 4 and ensure the stability of the purification filter layer.
在所述净化过滤层3的顶部种植有绿化植物,净化过滤层3的组分能够支持狗牙根、黑麦草和高羊茅草等常见草坪绿化植物的存活,在净化过滤层3的顶部种植此类绿化植物,可以有效填补因建造停车系统而减少的绿化面积,植物成熟后也能带来绿色停车位的外观特点。Greening plants are planted on the top of the purification filter layer 3, and the components of the purification filter layer 3 can support the survival of common lawn greening plants such as bermudagrass, ryegrass and tall fescue grass, and such plants are planted on the top of the purification filter layer 3 Green plants can effectively fill the green area reduced due to the construction of the parking system, and when the plants mature, they can also bring the appearance characteristics of green parking spaces.
本实施例中,上述第一蓄水层2、净化过滤层3和第二蓄水层4的厚度分别为200mm、400mm和500mm,一个10万平米的社区,当本实施例提供的停车系统占用小区面积为2%左右时,既能提供大概200个停车空间,又能提供大约1000立方米的调蓄洪涝的容积,相当于整个社区的16mm雨量被控制和利用。In this embodiment, the thicknesses of the first aquifer 2, the purification filter layer 3 and the second aquifer 4 are respectively 200 mm, 400 mm and 500 mm. In a community of 100,000 square meters, when the parking system provided by this embodiment occupies When the area of the community is about 2%, it can not only provide about 200 parking spaces, but also provide about 1,000 cubic meters of flood storage volume, which is equivalent to the 16mm rainfall of the entire community being controlled and utilized.
所述基坑包括两个短侧壁和两个长侧壁,为了对停车板进行支撑,搭建蓄水空间,在所述长侧壁处设有第一支撑墙5,所述短侧壁处设有第二支撑墙6,且在两个短侧壁之间等间距设置有多个第二支撑墙6,所述第一支撑墙5和相邻两个第二支撑墙6的顶部搭设有一个停车板1。The foundation pit includes two short side walls and two long side walls. In order to support the parking plate and build a water storage space, a first support wall 5 is provided at the long side walls, and a first support wall 5 is provided at the short side walls. A second support wall 6 is provided, and a plurality of second support walls 6 are arranged at equal intervals between the two short side walls, and the tops of the first support wall 5 and two adjacent second support walls 6 are set A parking plate1.
停车板1采用7-10cm厚镀锌钢格板结构,根据一般停车位大小要求,宽一般为2500mm-3000mm,长度一般5000-6000mm,采用的镀锌钢格板尺寸规格为950mmx2100mm,一个停车面板由5-6块镀锌钢格板并排安装而成,相邻两个钢格板之间采用配套的安装夹连接,且在相邻两块钢格板的接缝处设有支撑柱7;其中,镀锌钢格板的孔隙尺寸为100x30mm,该钢格板的孔隙形成便于雨水顺畅通过的透水孔。Parking plate 1 adopts 7-10cm thick galvanized steel grating structure. According to the size requirements of general parking spaces, the width is generally 2500mm-3000mm, and the length is generally 5000-6000mm. The size of the galvanized steel grating used is 950mmx2100mm. One parking panel It is composed of 5-6 galvanized steel gratings installed side by side, and the two adjacent steel gratings are connected by matching installation clips, and a supporting column 7 is provided at the joint of the two adjacent steel gratings; Among them, the pore size of the galvanized steel grating is 100x30mm, and the pores of the steel grating form permeable holes that facilitate the smooth passage of rainwater.
上述第一支撑墙5、第二支撑墙6和支撑柱7均采用钢筋混凝土结构搭建,以保障其对停车板的支撑作用的稳定性和可靠性。The above-mentioned first support wall 5, second support wall 6 and support column 7 are all constructed with reinforced concrete structure to ensure the stability and reliability of their supporting effect on the parking slab.
此外,上述第二蓄水层4中设有排水管8,该排水管8与溢流井9连通;在该排水管8的周向上开设有若干排水孔,其开孔率为3%,当雨水水量较大,第一蓄水层2和第二蓄水层4的调蓄能力达到极限时,雨水会顺着排水孔进入到排水管8中,进而将超标准的雨水排至溢流井9中,采用这种设计结构,可以保证结构的整体安全,同时提高停车系统的调蓄能力,有利于城市建设;在排水管8的外周设置有无纺布,以防止泥沙等杂质进入到排水管8中。In addition, the above-mentioned second aquifer 4 is provided with a drainage pipe 8, and the drainage pipe 8 communicates with the overflow well 9; a number of drainage holes are opened on the circumference of the drainage pipe 8, and the opening ratio is 3%. The amount of rainwater is large, and when the regulation and storage capacity of the first aquifer 2 and the second aquifer 4 reaches the limit, the rainwater will enter the drainage pipe 8 along the drainage hole, and then discharge the excess rainwater to the overflow well In 9, adopting this design structure can ensure the overall safety of the structure, and at the same time improve the regulation and storage capacity of the parking system, which is beneficial to urban construction; non-woven fabrics are arranged on the outer periphery of the drainage pipe 8 to prevent impurities such as silt from entering Drain pipe 8.
需要说明的是,当第二蓄水层4的底部距离地下水不足1米时,虽然经过净化过滤后的雨水的质量在理论上已经达到了汇入地下水的标准,但是,为了以防万一,需要在第二蓄水层4的底部设置防水布,阻止雨水进入地下水中;而当第二蓄水层4与地下水之间的距离大于1米时,则不必设置防水布。It should be noted that when the bottom of the second aquifer 4 is less than 1 meter away from the groundwater, although the quality of the purified and filtered rainwater has theoretically reached the standard for entering the groundwater, in order to be in case, It is necessary to arrange a tarp at the bottom of the second aquifer 4 to prevent rainwater from entering the groundwater; and when the distance between the second aquifer 4 and the groundwater is greater than 1 meter, it is not necessary to arrange a tarp.
最后应说明的是:以上实施例仅用以说明本实用新型的技术方案,而非对其限制;尽管参照前述实施例对本实用新型进行了详细的说明,本领域的普通技术人员应当理解:其依然可以对前述实施例所记载的技术方案进行修改,或者对其中部分或者全部技术特征进行等同替换;而这些修改或者替换,并不使相应技术方案的本质脱离本实用新型实施例技术方案的范围,其均应涵盖在本实用新型的权利要求和说明书的范围当中。Finally, it should be noted that: the above embodiments are only used to illustrate the technical solutions of the present utility model, and are not intended to limit it; although the utility model has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that: It is still possible to modify the technical solutions described in the foregoing embodiments, or perform equivalent replacements for some or all of the technical features; and these modifications or replacements do not make the essence of the corresponding technical solutions depart from the scope of the technical solutions of the embodiments of the present utility model. , which should be included in the claims of the utility model and the scope of the specification.
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107916810A (en) * | 2017-12-28 | 2018-04-17 | 上海市园林设计研究总院有限公司 | landscape and ecological integrated parking lot |
| CN108547485A (en) * | 2018-04-25 | 2018-09-18 | 温州正城建设有限公司 | A kind of municipal administration gardens environmental protection parking |
| CN109763684A (en) * | 2019-03-21 | 2019-05-17 | 河南理工大学 | A kind of green parking level ground |
| CN110630067A (en) * | 2019-09-25 | 2019-12-31 | 台晨茜 | Outdoor parking space system based on sponge city idea |
| CN114517430A (en) * | 2020-11-17 | 2022-05-20 | 北京市水利规划设计研究院 | Ecological parking lot structure |
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2017
- 2017-02-07 CN CN201720114562.8U patent/CN206571217U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107916810A (en) * | 2017-12-28 | 2018-04-17 | 上海市园林设计研究总院有限公司 | landscape and ecological integrated parking lot |
| CN108547485A (en) * | 2018-04-25 | 2018-09-18 | 温州正城建设有限公司 | A kind of municipal administration gardens environmental protection parking |
| CN109763684A (en) * | 2019-03-21 | 2019-05-17 | 河南理工大学 | A kind of green parking level ground |
| CN109763684B (en) * | 2019-03-21 | 2024-01-23 | 河南理工大学 | A green parking lot |
| CN110630067A (en) * | 2019-09-25 | 2019-12-31 | 台晨茜 | Outdoor parking space system based on sponge city idea |
| CN110630067B (en) * | 2019-09-25 | 2020-12-11 | 五莲永信信息咨询有限公司 | An outdoor parking system based on the concept of sponge city |
| CN114517430A (en) * | 2020-11-17 | 2022-05-20 | 北京市水利规划设计研究院 | Ecological parking lot structure |
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