CN206289491U - A kind of pavement, greenery patches harvest water system - Google Patents
A kind of pavement, greenery patches harvest water system Download PDFInfo
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- CN206289491U CN206289491U CN201621234479.6U CN201621234479U CN206289491U CN 206289491 U CN206289491 U CN 206289491U CN 201621234479 U CN201621234479 U CN 201621234479U CN 206289491 U CN206289491 U CN 206289491U
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 62
- 238000003306 harvesting Methods 0.000 title 1
- 239000011449 brick Substances 0.000 claims abstract description 12
- 239000004576 sand Substances 0.000 claims abstract description 12
- 239000004746 geotextile Substances 0.000 claims abstract description 4
- 239000002245 particle Substances 0.000 claims description 6
- 239000004575 stone Substances 0.000 claims description 5
- 239000004568 cement Substances 0.000 claims description 4
- 239000002689 soil Substances 0.000 abstract description 7
- 239000000758 substrate Substances 0.000 abstract description 7
- 238000004064 recycling Methods 0.000 abstract description 3
- 239000000126 substance Substances 0.000 abstract description 3
- 239000010410 layer Substances 0.000 abstract 9
- 239000002344 surface layer Substances 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 3
- 239000003864 humus Substances 0.000 description 3
- 239000010451 perlite Substances 0.000 description 3
- 235000019362 perlite Nutrition 0.000 description 3
- 239000010455 vermiculite Substances 0.000 description 3
- 235000019354 vermiculite Nutrition 0.000 description 3
- 229910052902 vermiculite Inorganic materials 0.000 description 3
- 238000006424 Flood reaction Methods 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 239000011159 matrix material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000000746 purification Methods 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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- Cultivation Of Plants (AREA)
Abstract
本实用新型提供了一种人行道、绿地集蓄水系统,其组成包括人行道、透水管及绿地,所述人行道为透水砖铺设的道路,透水管嵌于道路垫层中,垫层上为基层、找平层、砖层。绿地由种植基层、粗砂滤层、碎卵石层组成,种植基层为人工土壤,所述碎卵石滤层与粗砂滤层之间设有无纺土工布,绿地、道路搭接处自道路垫层上围砌花园围墙至高出绿地表层。本实用新型适用于地面或地下空间顶板,增加绿地面积的同时,能够滤水蓄水集水。绿地的种植基质质轻保水,能有效过滤雨水中有害物质,在干旱少雨季节,植物不缺水,在强降雨季节,雨水可通过层层过滤,沿坡度汇集到透水管处,被收集至市政集水管道,促进水的回收利用。
The utility model provides a water collection and storage system for sidewalks and green spaces, which consists of sidewalks, permeable pipes and green spaces. The sidewalks are roads paved with permeable bricks, and the permeable pipes are embedded in the road cushion. Leveling layer, brick layer. The green space is composed of a planting base, a coarse sand filter layer, and a crushed pebble layer. The planting base is artificial soil, and a non-woven geotextile is arranged between the crushed pebble filter layer and the coarse sand filter layer. The garden wall is built on the upper layer to be higher than the surface layer of the green space. The utility model is suitable for the roof of the ground or underground space, and can filter water, store water and collect water while increasing the green area. The planting substrate of the green space is light and water-retaining, which can effectively filter harmful substances in the rainwater. In the dry and rainy season, the plants do not lack water. In the heavy rainfall season, the rainwater can be filtered layer by layer, collected to the permeable pipe along the slope, and collected to the municipal Water collection pipes to promote water recycling.
Description
技术领域technical field
本实用新型属于城市建设设计领域,具体提供了一种人行道、绿地集蓄水系统。The utility model belongs to the field of urban construction and design, and specifically provides a sidewalk and green land water collection and storage system.
背景技术Background technique
我国是一个干旱缺水的国家,然而又是世界上用水量最多的国家。近年来,城市水资源的紧张程度日趋显著,但很多雨水充足的城市不能及时排水防涝。2015年夏季,湖北、江苏、安徽、江西、浙江、贵州、广西等地“暴雨倾盆”,全国20个省(区、市)数千万人受灾,大量农作物受到损害,暴雨洪水直接给我们造成了数百亿元的经济损失,建设海绵城市的迫切性变得亟不可待。海绵城市,是新一代城市雨洪管理概念,是指城市在适应环境变化和应对雨水带来的自然灾害等方面具有良好的“弹性”,下雨时吸水、蓄水、渗水、净水,需要时将蓄存的水“释放”并加以利用,有效保护生态环境,有效缓解我国用水紧张与雨季洪涝的矛盾。打造“海绵城市”应因地制宜采取符合自身特点的措施。城市增加绿地建设,增强绿地蓄水集水能力并及时排水,是建设海绵城市的一种思路。除在地面地表加大绿化外,还可对城市浅层地下工程如商业、文娱类型等的顶板适当进行绿化设计。my country is a country with drought and water shortage, but it is also the country with the largest water consumption in the world. In recent years, the tension of urban water resources has become increasingly significant, but many cities with sufficient rainfall cannot drain water in time to prevent flooding. In the summer of 2015, Hubei, Jiangsu, Anhui, Jiangxi, Zhejiang, Guizhou, Guangxi and other places were hit by "storms", tens of millions of people in 20 provinces (autonomous regions and municipalities) across the country were affected, a large number of crops were damaged, and the rainstorms and floods directly caused us Tens of billions of dollars of economic losses have been incurred, and the urgency of building a sponge city has become imminent. Sponge city is a new generation of urban stormwater management concept, which means that the city has good "elasticity" in adapting to environmental changes and responding to natural disasters caused by rainwater. When it rains, water absorption, water storage, water seepage, and water purification require When the stored water is "released" and utilized, it can effectively protect the ecological environment and effectively alleviate the contradiction between my country's water shortage and rainy season floods. To build a "sponge city", measures should be taken according to local conditions and in line with its own characteristics. It is an idea to build a sponge city by increasing the construction of green spaces in cities, enhancing the water storage capacity of green spaces and timely drainage. In addition to increasing greening on the ground surface, appropriate greening design can be carried out on the roof of urban shallow underground projects such as commercial and entertainment types.
实用新型内容Utility model content
针对现有技术存在的问题,本实用新型旨在提供一种人行道为透水道路,绿地设计为蓄水保水,能有效缓解暴雨、大暴雨的积涝,充分利用绿地及人行道路收集排出雨水的蓄水系统。本实用新型适用于地面或地下空间顶板,增加绿地面积的同时,能够滤水蓄水集水。Aiming at the problems existing in the prior art, the utility model aims to provide a sidewalk as a permeable road, and the green space is designed as water storage and water retention, which can effectively alleviate the waterlogging of heavy rainstorms and heavy rainstorms, and make full use of the green space and sidewalks to collect and discharge rainwater. system. The utility model is suitable for the roof of the ground or underground space, and can filter water, store water and collect water while increasing the green area.
本实用新型采用的技术方案是:一种人行道、绿地集蓄水系统,其组成包括人行道、透水管、绿地及花园围墙,所述人行道下设置透水管,所述绿地分布在人行道两侧;The technical scheme adopted by the utility model is: a sidewalk and green space water collection and storage system, which consists of sidewalks, permeable pipes, green spaces and garden walls, permeable pipes are arranged under the sidewalk, and the green spaces are distributed on both sides of the sidewalk;
所述人行道为透水人行道,人行道表层为透水砖层,透水砖层下部依次为透水找平层、透水水泥稳定碎石基层、级配碎石垫层;所述级配碎石垫层铺设于顶板或地面上,且人行道表层表面距离顶板或地面500-600mm;The sidewalk is a permeable sidewalk, the surface of the sidewalk is a permeable brick layer, and the lower part of the permeable brick layer is a permeable leveling layer, a permeable cement stabilized gravel base, and a graded gravel cushion; the graded gravel cushion is laid on the roof or On the ground, and the sidewalk surface is 500-600mm away from the roof or the ground;
所述绿地其底层为碎卵石滤层铺设于顶板或地面上,碎卵石滤层上依次铺设有粗砂滤层、种植基层;所述种植基层表面高于透水砖层表面,且高差为300-600mm;在人行道和绿地的交界处自级配碎石垫层上设置有花园围墙至高差高出100mm处,绿地的边缘处自地面或顶板上也设置有花园围墙,花园围墙的设置能够使得上部的水向下流,避免水横向流动。The bottom layer of the green land is a crushed pebble filter layer laid on the roof or the ground, and the crushed pebble filter layer is laid with a coarse sand filter layer and a planting base in sequence; the surface of the planting base is higher than the surface of the permeable brick layer, and the height difference is 300 -600mm; At the junction of the sidewalk and the green space, a garden wall is set on the graded gravel cushion to the point where the height difference is 100mm higher, and a garden wall is also set on the edge of the green space from the ground or on the roof. The setting of the garden wall can make The water in the upper part flows downwards, avoiding the lateral flow of water.
所述透水管为塑料盲沟透水管,其沿人行道铺设于级配碎石垫层中央,级配碎石垫层高200-300mm,透水管内径为100-140mm,透水管下设有透水管管座。The permeable pipe is a plastic blind ditch permeable pipe, which is laid along the sidewalk in the center of the graded gravel cushion, the height of the graded gravel cushion is 200-300mm, the inner diameter of the permeable pipe is 100-140mm, and a permeable pipe is arranged under the permeable pipe pipe socket.
所述碎卵石滤层厚度为300-400mm,粒径50mm±5mm;所述粗砂滤层厚度为200-300mm,粒径为4mm±1mm。The thickness of the crushed pebble filter layer is 300-400mm, and the particle size is 50mm±5mm; the thickness of the coarse sand filter layer is 200-300mm, and the particle size is 4mm±1mm.
所述碎卵石滤层与粗砂滤层之间设置有无纺土工布。A non-woven geotextile is arranged between the crushed pebble filter layer and the coarse sand filter layer.
所述顶板或地面设置为区域边缘至中心有一定坡度,中心较低,区域边缘较高,坡度为1%-3%,从而能够保证水向中心处汇集,并通过透水管进行收集。The roof or the ground is set so that there is a certain slope from the edge of the area to the center, the center is lower, and the edge of the area is higher, with a slope of 1%-3%, so as to ensure that water gathers to the center and is collected through permeable pipes.
所述绿地碎卵石滤层与级配碎石垫层连接。The greenfield crushed pebble filter layer is connected with the graded crushed stone cushion layer.
所述花园围墙上表面与绿地表面的高度差为100mm。The height difference between the surface of the garden wall and the surface of the green space is 100mm.
所述种植基层为一种人工土壤,复配质量比例为红壤土:蛭石:珍珠岩:腐植土=5:1:1:3,种植基质厚度应依据所种植被类型确定。The planting base is a kind of artificial soil, and the compound mass ratio is red loam: vermiculite: perlite: humus soil = 5:1:1:3, and the thickness of the planting substrate should be determined according to the type of vegetation.
与现有技术相比,本实用新型的有益效果是:本实用新型用于地表地面或地下空间顶板时,能增加绿地面积,同时能滤水蓄水集水;绿地的种植基质质轻保水,能有效过滤雨水中有害物质,在干旱少雨季节,植物不缺水,在强降雨季节,雨水可通过层层过滤,沿坡度汇集到透水管处,被收集至市政集水管道,促进水的回收利用。本实用新型用于地面时,还能使雨水渗入地下补给地下水,同时也能通过透水管收集一部分水,暴雨、连续降雨天气能快速渗水、排水,避免路面积水。Compared with the prior art, the beneficial effects of the utility model are: when the utility model is used on the ground or the roof of the underground space, it can increase the area of the green space, and at the same time can filter and store water; the planting matrix of the green space is light in water retention, It can effectively filter harmful substances in the rainwater. In the dry and rainy season, the plants do not lack water. In the heavy rainfall season, the rainwater can be filtered layer by layer, collected into the permeable pipe along the slope, and collected into the municipal water collection pipe to promote water recycling. use. When the utility model is used on the ground, it can also make rainwater infiltrate into the ground to replenish groundwater, and can also collect a part of water through the permeable pipe at the same time, so that the rainstorm and continuous rainfall weather can quickly infiltrate and drain water, and avoid road accumulation.
绿地的种植基质层采用蓄水和持水性较好的蛭石、珍珠岩与普通红壤土、腐殖土复配,能有效吸储过滤雨水;同时浅层绿地下部的蓄排水层能有效地调蓄雨水;200mm厚的种植基质持水时间为4~5d,为典型红土壤2倍。绿地对雨水中污染物COD、NH3-N、TN、TP 进行净化,去除率分别在54.5%~60.3% 、46.3%~69.3% 、48.5%~61.0% 和 46.3%~54.0%之间,净化作用主要体现在种植基质层;系统干旱保水,中小雨蓄水,大雨暴雨集排水,且蓄水与集水同时进行或蓄水、渗水与集水同时进行,雨水通过本系统下渗、滞蓄、净化、回用,最后剩余部分径流通过管网收集或通过泵站外排,有效提高城市蓄排水系统的标准,缓减城市内涝的压力,保护城市生态环境。The planting matrix layer of the green space is made of vermiculite and perlite with good water storage and water holding capacity, combined with ordinary red loam and humus soil, which can effectively absorb and store filtered rainwater; at the same time, the storage and drainage layer under the shallow green can effectively regulate and store Rainwater; the water holding time of 200mm thick planting substrate is 4-5 days, which is 2 times that of typical red soil. The green land purifies the pollutants COD, NH3-N, TN, and TP in the rainwater, and the removal rates are between 54.5%-60.3%, 46.3%-69.3%, 48.5%-61.0% and 46.3%-54.0%. It is mainly reflected in the planting substrate layer; the system retains water in drought, stores water in moderate and light rain, and collects and drains water in heavy rainstorms, and water storage and water collection are carried out at the same time or water storage, water seepage and water collection are carried out at the same time. Rainwater infiltrates, stagnates, and Purification and reuse, and the final remaining part of the runoff is collected through the pipe network or discharged through the pumping station, effectively improving the standard of the urban storage and drainage system, alleviating the pressure of urban waterlogging, and protecting the urban ecological environment.
附图说明Description of drawings
下面结合附图对本实用新型中的人行道、绿地集蓄水系统作进一步说明:Below in conjunction with accompanying drawing, sidewalk in the utility model, green land water collection and storage system are further described:
图1为本实用新型人行道、绿地集蓄水系统平面图;Fig. 1 is the sidewalk of the utility model, the plan view of water collection and storage system of green space;
图2为图1中的A-A剖视图,图中所示径流情况为本系统设在地下空间顶板的情况;Fig. 2 is the A-A sectional view in Fig. 1, and the runoff situation shown in the figure is the situation that this system is arranged on the roof of the underground space;
图3为本实用新型人行道路结构示意图;Fig. 3 is the utility model sidewalk structure schematic diagram;
图4为本实用新型绿地剖面示意图;Fig. 4 is the utility model green space sectional schematic diagram;
图5为本系统建设在地表地面的雨水径流示意图,图中构造组成与图2相同;Figure 5 is a schematic diagram of the rainwater runoff built on the surface of the system, and the structure in the figure is the same as that in Figure 2;
图中:1为绿地;2为人行道;1-1为碎卵石滤层;1-2为粗砂滤层;1-3为种植基质;1-4为花园围墙;1-5为无纺土工布;2-1为级配碎石垫层;2-2为透水水泥稳定碎石基层;2-3为透水找平层;2-4为透水砖层;3为塑料盲沟透水管;4为透水管管座。In the figure: 1 is the green space; 2 is the sidewalk; 1-1 is the crushed pebble filter layer; 1-2 is the coarse sand filter layer; 1-3 is the planting substrate; 1-4 is the garden wall; 1-5 is the non-woven geotechnical 2-1 is graded gravel cushion; 2-2 is permeable cement stabilized gravel base; 2-3 is permeable leveling layer; 2-4 is permeable brick layer; 3 is plastic blind ditch permeable pipe; 4 is Permeable pipe socket.
具体实施方式detailed description
为了进一步说明本实用新型,下面结合附图对本实用新型进行详细地描述,但不能将它们理解为对本实用新型保护范围的限定。In order to further illustrate the utility model, the utility model will be described in detail below in conjunction with the accompanying drawings, but they should not be understood as limiting the protection scope of the utility model.
一种人行道、绿地集蓄水系统,如图1~图2所示,主要是绿地1、人行道路2和透水管3三个组成部分的平面和剖面,剖面标出了雨水的径流过程。A water collection and storage system for sidewalks and green spaces, as shown in Figures 1 to 2, is mainly the plane and section of the three components of green space 1, sidewalk 2 and permeable pipe 3, and the section shows the runoff process of rainwater.
一种人行道、绿地集蓄水系统,其组成包括人行道2、透水管3、绿地1及花园围墙1-4,所述人行道2下设置透水管,所述绿地1分布在人行道2两侧;A water collection and storage system for sidewalks and green spaces, comprising sidewalks 2, permeable pipes 3, green spaces 1 and garden walls 1-4, water permeable pipes are arranged under the sidewalk 2, and the green spaces 1 are distributed on both sides of the sidewalk 2;
所述人行道2为透水人行道,人行道2表层为透水砖层2-4,透水砖层2-4下部依次为透水找平层2-3、透水水泥稳定碎石基层2-2、级配碎石垫层2-1;所述级配碎石垫层2-1铺设于顶板或地面上,且人行道2表层表面距离顶板或地面500-600mm;人行道道路剖面见图3。The sidewalk 2 is a permeable sidewalk, the surface of the sidewalk 2 is a permeable brick layer 2-4, and the lower part of the permeable brick layer 2-4 is a permeable leveling layer 2-3, a permeable cement stabilized gravel base 2-2, and a graded gravel pad Layer 2-1; the graded crushed stone cushion layer 2-1 is laid on the roof or the ground, and the surface surface of the sidewalk 2 is 500-600mm away from the roof or the ground; see Figure 3 for the road section of the sidewalk.
所述绿地1其底层为碎卵石滤层1-1铺设于顶板或地面上,如图4所示,碎卵石滤层1-1上依次铺设有粗砂滤层1-2、种植基层1-3;所述种植基层1-3表面与透水砖层2-4表面高差约为300-600mm;在人行道2和绿地1的交界处自级配碎石垫层2-1上设置有花园围墙1-4至高差高出100mm处,绿地1的边缘处自地面或顶板上也设置有花园围墙1-4,如图2所示。Its bottom layer of the said green space 1 is a crushed pebble filter layer 1-1 laid on the roof or the ground, as shown in Figure 4, the crushed pebble filter layer 1-1 is successively laid with a coarse sand filter layer 1-2, planting base 1-1 3. The height difference between the surface of the planting base 1-3 and the surface of the permeable brick layer 2-4 is about 300-600 mm; a garden wall is set on the self-graded gravel cushion 2-1 at the junction of the sidewalk 2 and the green space 1 1-4 is 100mm higher than the height difference, and the edge of the green space 1 is also provided with a garden wall 1-4 from the ground or the top plate, as shown in FIG. 2 .
所述透水管为塑料盲沟透水管3,其沿人行道2铺设于级配碎石垫层2-1中央,级配碎石垫层2-1高200-300mm,透水管内径为100-140mm,透水管下设有透水管管座4。The permeable pipe is a plastic blind ditch permeable pipe 3, which is laid along the sidewalk 2 in the center of the graded gravel cushion 2-1, the height of the graded gravel cushion 2-1 is 200-300mm, and the inner diameter of the permeable pipe is 100-140mm , the permeable pipe seat 4 is provided under the permeable pipe.
所述碎卵石滤层1-1厚度为300-400mm,粒径50mm±5mm;所述粗砂滤层1-2厚度为200-300mm,粒径为4mm±1mm。The crushed pebble filter layer 1-1 has a thickness of 300-400mm and a particle size of 50mm±5mm; the coarse sand filter layer 1-2 has a thickness of 200-300mm and a particle size of 4mm±1mm.
所述碎卵石滤层1-1与粗砂滤层1-2之间设置有无纺土工布1-5,如图4所示A non-woven geotextile 1-5 is arranged between the crushed pebble filter layer 1-1 and the coarse sand filter layer 1-2, as shown in Figure 4
所述顶板或地面设置为区域边缘至中心有一定坡度,坡度为1%-3%。The roof or the ground is set so that there is a certain slope from the edge of the area to the center, and the slope is 1%-3%.
所述绿地1的碎卵石滤层1-1与级配碎石垫层2-1连接。The crushed pebble filter layer 1-1 of the green land 1 is connected with the graded crushed stone cushion layer 2-1.
所述花园围墙1-4上表面与绿地1表面的高度差为100mm。The height difference between the upper surface of the garden wall 1-4 and the surface of the green space 1 is 100mm.
所述种植基层1-3为一种人工土壤,复配质量比例为红壤土:蛭石:珍珠岩:腐植土=5:1:1:3,种植基质厚度应依据所种植被类型确定。The planting base 1-3 is a kind of artificial soil, and the compound mass ratio is red loam: vermiculite: perlite: humus soil = 5:1:1:3, and the thickness of the planting substrate should be determined according to the type of vegetation.
如图2和图5所示,可以看出本系统在应用时水流向,绿地的种植基质质轻保水,能有效过滤雨水中有害物质,在干旱少雨季节,植物不缺水,在强降雨季节,雨水可通过层层过滤,沿坡度汇集到透水管处,被收集至市政集水管道,促进水的回收利用。本实用新型用于地面时,还能使雨水渗入地下补给地下水,同时也能通过透水管收集一部分水,暴雨、连续降雨天气能快速渗水、排水,避免路面积水。As shown in Figure 2 and Figure 5, it can be seen that the water flow direction of the system when it is applied. The planting substrate of the green space is light and water-retaining, which can effectively filter harmful substances in the rainwater. In the dry and rainy season, the plants are not short of water. , Rainwater can be filtered layer by layer, collected into permeable pipes along the slope, and collected into municipal water collection pipes to promote water recycling. When the utility model is used on the ground, it can also make rainwater infiltrate into the ground to replenish groundwater, and can also collect a part of water through the permeable pipe at the same time, so that the rainstorm and continuous rainfall weather can quickly infiltrate and drain water, and avoid road accumulation.
以上所述是本实用新型的优选实施方式,应当指出,对于本领域的普通人员来说,在不脱离本实用新型原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本实用新型的保护范围。The above description is a preferred embodiment of the present utility model, and it should be pointed out that for ordinary persons in the art, some improvements and modifications can be made without departing from the principles of the present utility model, and these improvements and modifications should also be made. It is regarded as the protection scope of the present utility model.
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
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CN106677011A (en) * | 2016-11-17 | 2017-05-17 | 辽宁工业大学 | Sidewalk and greenbelt water collecting and storing system |
CN107794822A (en) * | 2017-09-28 | 2018-03-13 | 东南大学 | A kind of porous pavement based on sponge the idea of the city |
CN107829347A (en) * | 2017-10-31 | 2018-03-23 | 中国冶集团有限公司 | Structure of sidewalk and its construction method for city natural sod |
CN108661151A (en) * | 2018-05-07 | 2018-10-16 | 中国市政工程西北设计研究院有限公司 | Purification and the utilization system of rainwater are oozed under a kind of road green belt |
CN108842566A (en) * | 2018-07-09 | 2018-11-20 | 天津大学 | Wisdom reservoir catchment system is descended in a kind of city on a large scale |
CN109868704A (en) * | 2017-12-01 | 2019-06-11 | 蔡岱君 | With draining to road engineering method and road drainage system |
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2016
- 2016-11-17 CN CN201621234479.6U patent/CN206289491U/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106677011A (en) * | 2016-11-17 | 2017-05-17 | 辽宁工业大学 | Sidewalk and greenbelt water collecting and storing system |
CN107794822A (en) * | 2017-09-28 | 2018-03-13 | 东南大学 | A kind of porous pavement based on sponge the idea of the city |
CN107829347A (en) * | 2017-10-31 | 2018-03-23 | 中国冶集团有限公司 | Structure of sidewalk and its construction method for city natural sod |
CN107829347B (en) * | 2017-10-31 | 2020-11-27 | 中国一冶集团有限公司 | Sidewalk structure for urban natural turf and construction method thereof |
CN109868704A (en) * | 2017-12-01 | 2019-06-11 | 蔡岱君 | With draining to road engineering method and road drainage system |
CN108661151A (en) * | 2018-05-07 | 2018-10-16 | 中国市政工程西北设计研究院有限公司 | Purification and the utilization system of rainwater are oozed under a kind of road green belt |
CN108842566A (en) * | 2018-07-09 | 2018-11-20 | 天津大学 | Wisdom reservoir catchment system is descended in a kind of city on a large scale |
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