CN106758675A - Rainwater-collecting ecological pavement with drainage water purification kerbstone - Google Patents
Rainwater-collecting ecological pavement with drainage water purification kerbstone Download PDFInfo
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- CN106758675A CN106758675A CN201710073463.4A CN201710073463A CN106758675A CN 106758675 A CN106758675 A CN 106758675A CN 201710073463 A CN201710073463 A CN 201710073463A CN 106758675 A CN106758675 A CN 106758675A
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- 238000000746 purification Methods 0.000 title claims description 35
- 239000003657 drainage water Substances 0.000 title claims 7
- 238000003860 storage Methods 0.000 claims abstract description 110
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 99
- 238000001914 filtration Methods 0.000 claims abstract description 34
- 239000011449 brick Substances 0.000 claims abstract description 25
- 239000004576 sand Substances 0.000 claims description 54
- 239000004567 concrete Substances 0.000 claims description 25
- 239000004575 stone Substances 0.000 claims description 23
- 239000000463 material Substances 0.000 claims description 14
- 239000002245 particle Substances 0.000 claims description 12
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 11
- 229910021389 graphene Inorganic materials 0.000 claims description 11
- 229910021536 Zeolite Inorganic materials 0.000 claims description 6
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 claims description 6
- 239000004744 fabric Substances 0.000 claims description 6
- 239000000725 suspension Substances 0.000 claims description 6
- 239000010457 zeolite Substances 0.000 claims description 6
- 239000004568 cement Substances 0.000 claims description 5
- 238000000034 method Methods 0.000 claims description 5
- 239000010438 granite Substances 0.000 claims description 3
- 229920005646 polycarboxylate Polymers 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 2
- 239000011380 pervious concrete Substances 0.000 claims 9
- 238000004381 surface treatment Methods 0.000 claims 4
- 150000001336 alkenes Chemical class 0.000 claims 1
- 239000003638 chemical reducing agent Substances 0.000 claims 1
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 239000011468 face brick Substances 0.000 claims 1
- 238000009738 saturating Methods 0.000 claims 1
- 238000005192 partition Methods 0.000 description 7
- 239000002352 surface water Substances 0.000 description 7
- 238000010276 construction Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000003344 environmental pollutant Substances 0.000 description 3
- 231100000719 pollutant Toxicity 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000008030 superplasticizer Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910052793 cadmium Inorganic materials 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000004519 grease Substances 0.000 description 1
- 229910001385 heavy metal Inorganic materials 0.000 description 1
- 229910052745 lead Inorganic materials 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- 230000000116 mitigating effect Effects 0.000 description 1
- 239000003208 petroleum Substances 0.000 description 1
- 238000003900 soil pollution Methods 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
Classifications
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/221—Kerbs or like edging members, e.g. flush kerbs, shoulder retaining means ; Joint members, connecting or load-transfer means specially for kerbs
- E01C11/223—Kerb-and-gutter structures; Kerbs with drainage openings channel or conduits, e.g. with out- or inlets, with integral gutter or with channel formed into the kerb ; Kerbs adapted to house cables or pipes, or to form conduits
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/001—Runoff or storm water
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Road Paving Structures (AREA)
Abstract
带有滤水净水路缘石的雨水收集生态路面,在道路的一侧设置有中空路缘石本体,中空路缘石本体设置为矩形空槽,矩形空槽上部在靠近道路一侧设置有道路雨水进水网;在路缘石的另一侧为人行道,人行道上铺设有人行道双层储水路面砖,人行道的另一侧是草坪,草坪下方设置有两层草坪雨水收集临时储藏层,草坪的外侧、草坪雨水收集临时储藏层处设置有上层排水管和下层排水管,上层排水管和下层排水管均与临时储水池连通,临时储水池的一端设置有输水孔;本发明构造简单、受力性能好、加工简便,路缘石上部空腔雨水储水层和人行道及草坪下面的大量雨水收集临时储藏层能够实现雨水的快速收集并储存。
The rainwater collection ecological pavement with water filtering and purifying curbstones is provided with a hollow curbstone body on one side of the road. Water network; the sidewalk is on the other side of the curb, and the sidewalk is paved with double-layer water storage pavement bricks. The other side of the sidewalk is the lawn, and there are two layers of lawn rainwater collection temporary storage layer under the lawn. The upper drainage pipe and the lower drainage pipe are arranged at the temporary storage layer for rainwater collection, and both the upper drainage pipe and the lower drainage pipe are connected with the temporary water storage tank, and one end of the temporary storage tank is provided with a water delivery hole; the invention has simple structure and good mechanical performance , The processing is simple, the rainwater storage layer in the upper cavity of the curb and the large amount of rainwater collection temporary storage layer under the sidewalk and lawn can realize the rapid collection and storage of rainwater.
Description
技术领域technical field
本发明属于海绵城市、道路建筑技术领域,特别是涉及一种带有滤水净水路缘石的雨水收集生态路面。The invention belongs to the technical field of sponge city and road construction, in particular to a rainwater collection ecological road surface with curb stones for filtering and purifying water.
背景技术Background technique
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”,也可称之为“水弹性城市”。国际通用术语为“低影响开发雨水系统构建”。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。Sponge city is a new generation of urban stormwater management concept. It refers to the city's good "elasticity" in adapting to environmental changes and responding to natural disasters caused by rainwater. It can also be called "water elastic city". The international general term is "low-impact development stormwater system construction". When it rains, it absorbs, stores, infiltrates, and purifies water, and "releases" the stored water for use when needed.
路缘石是现在道路建设的过程中常用的一种道路镶边建筑附件,一般是作为设置在路面边缘与其他构造带分离的条状石,因此也称为“路牙”,在道路建设的过程中应用也十分广泛。传统路缘石仅起到分割区域,阻挡道路排水与道路垃圾等作用,但也因此易对道路排水产生障碍,尤其是在雨水较多的南方地区,易造成下雨天雨水囤积,路面大面积积水,不利于道路的畅通,致使产生城市洪涝灾害。Curb stone is a kind of road edge building accessory commonly used in the process of road construction. It is generally used as a strip stone set on the edge of the road surface and separated from other structural belts, so it is also called "curb". In the process of road construction The application is also very extensive. Traditional curbstones only serve to divide the area and block road drainage and road garbage, but they are also prone to obstacles to road drainage, especially in southern regions with more rain, which can easily cause rainwater to accumulate in rainy days and large areas of water on the road surface , is not conducive to the smooth flow of roads, resulting in urban flood disasters.
近几年路面径流污染越来越受到广泛关注,雨水和道路清洁用水是道路径流污染的主要来源。公路路面的径流中除了常规污染物SS、COD、N、P外,还有因汽车尾气、路面垃圾等所带来的重金属类物质( 如Pb、Cd、Zn、Cu )、油脂类污染物和石油类污染物等。在传统的道路排水方式中,公路路面径流汇集后一般通过城市雨水管网直接排放进城市排水系统、受纳水体或周边土壤中,造成大量的水体和土壤污染,使环境质量大大下降。In recent years, road runoff pollution has attracted more and more attention. Rainwater and road cleaning water are the main sources of road runoff pollution. In addition to the conventional pollutants SS, COD, N, and P in the runoff of the road surface, there are also heavy metals (such as Pb, Cd, Zn, Cu), grease pollutants and petroleum pollutants, etc. In the traditional road drainage method, the runoff from the road surface is generally discharged directly into the urban drainage system, receiving water body or surrounding soil through the urban rainwater pipe network after collection, causing a large amount of water and soil pollution and greatly reducing the environmental quality.
目前,透水路面在大雨到来之时,无法快速吸水、蓄水,造成大量雨水流失,因而无法达到渗水、净水目的,并可能造成巨大灾害。At present, when the heavy rain comes, the permeable pavement cannot quickly absorb and store water, resulting in a large amount of rainwater loss, thus failing to achieve the purpose of water seepage and water purification, and may cause huge disasters.
针对现有技术中存在的缺点,有必要发明一种具有创造性和新颖性的结构或者装置。To address the shortcomings in the prior art, it is necessary to invent an inventive and novel structure or device.
发明内容Contents of the invention
本发明提供一种带有滤水净水路缘石的雨水收集生态路面,以此来解决目前透水路面无法The invention provides a rainwater collection ecological pavement with curbstones for water filtration and purification, so as to solve the problem that the current permeable pavement cannot
快速吸水、蓄水等问题,从而达到在大雨到来之时,快速吸水、蓄水,并实现有效渗水、净水目的。Rapid water absorption, water storage and other issues, so as to achieve the purpose of rapid water absorption and water storage when heavy rain comes, and effective water seepage and water purification.
本发明采用的技术方案如下:The technical scheme that the present invention adopts is as follows:
带有滤水净水路缘石的雨水收集生态路面,主要由人行道双层储水路面砖、中空路缘石本体、道路雨水进水网、路缘石上部空腔雨水储水层、大石粗砂过滤层、碎石细砂过滤层、去油层、第一滤水净化层、第二滤水净化层、底部排水管、透水混凝土、人行道雨水收集临时储藏层、草坪雨水收集临时储藏层、透水砂层、砾石粗砂层、上层排水管、下层排水管、草坪、临时储水池和输水孔等构成;The rainwater collection ecological pavement with water filtering and purifying curbstone is mainly composed of double-layer water storage pavement bricks for sidewalks, hollow curbstone body, road rainwater intake network, cavity rainwater storage layer on the upper part of curbstone, large stone coarse sand filter layer, Gravel and fine sand filter layer, oil removal layer, first water filtration and purification layer, second water filtration and purification layer, bottom drainage pipe, permeable concrete, sidewalk rainwater collection temporary storage layer, lawn rainwater collection temporary storage layer, permeable sand layer, gravel Coarse sand layer, upper drainage pipe, lower drainage pipe, lawn, temporary storage tank and water delivery hole;
在道路的一侧设置有中空路缘石本体,所述中空路缘石本体设置为矩形空槽,所述的矩形空槽上部在靠近道路一侧设置有道路雨水进水网,所述的矩形空槽内部自上而下依次设置有路缘石上部空腔雨水储水层、大石粗砂过滤层、碎石细砂过滤层、去油层、第一滤水净化层和第二滤水净化层,所述的矩形空槽底部设置有底部排水管;从道路雨水进水网进入到路缘石上部空腔雨水储水层的雨水经过层层过滤可经底部排水管流入临时储水池,实现雨水的快速收集并储存;A hollow curb body is arranged on one side of the road, and the hollow curb body is set as a rectangular trough, and the upper part of the rectangular trough is provided with a road rainwater intake network on the side close to the road, and the rectangular trough Inside, from top to bottom, there are rainwater storage layer in the upper cavity of the curb, coarse stone filter layer, gravel fine sand filter layer, oil removal layer, first water filtration and purification layer and second water filtration and purification layer. The bottom of the rectangular cavity is provided with a bottom drainage pipe; the rainwater that enters the rainwater storage layer in the upper cavity of the curb from the road rainwater intake network is filtered layer by layer and can flow into the temporary storage tank through the bottom drainage pipe to realize the rapid collection of rainwater and store;
在路缘石的另一侧为人行道,人行道上铺设有人行道双层储水路面砖,形成两层人行道雨水收集临时储藏层,人行道雨水收集临时储藏层周围设置有透水混凝土,人行道的另一侧是草坪,草坪下方设置有两层草坪雨水收集临时储藏层,草坪雨水收集临时储藏层周围设置有透水混凝土,草坪的外侧、草坪雨水收集临时储藏层处设置有上层排水管和下层排水管,上层排水管和下层排水管均与临时储水池连通,临时储水池的一端设置有输水孔;The sidewalk is on the other side of the curb, and the sidewalk is paved with double-layer water storage pavement bricks to form two temporary storage layers for rainwater collection on the sidewalk. Permeable concrete is set around the temporary storage layer for rainwater collection on the sidewalk. The other side of the sidewalk is a lawn , there are two layers of temporary storage layers for lawn rainwater collection under the lawn, and permeable concrete is set around the temporary storage layer for lawn rainwater collection. The outer side of the lawn and the temporary storage layer for lawn rainwater collection are provided with upper and lower drainage pipes. The upper drainage pipe Both the drainage pipe and the lower floor are connected with the temporary storage tank, and one end of the temporary storage tank is provided with a water delivery hole;
人行道双层储水路面砖和草坪的下面设置有透水砂层,透水砂层的下面设置有砾石粗砂层;A permeable sand layer is set under the double-layer water storage pavement bricks and lawn of the sidewalk, and a gravel coarse sand layer is set under the permeable sand layer;
人行道上的雨水从顶面板上的顶面滤水孔流入,经透水混凝土可流进人行道雨水收集临时储藏层,后再经透水砂层和砾石粗砂层可进入底部排水管,流向临时储水池,实现雨水的快速收集并储存;The rainwater on the sidewalk flows in from the top surface filter hole on the top panel, and can flow into the sidewalk rainwater collection temporary storage layer through the permeable concrete, and then enter the bottom drainage pipe through the permeable sand layer and gravel coarse sand layer, and flow to the temporary storage tank , to achieve rapid collection and storage of rainwater;
草坪上的雨水可经透水混凝土流进草坪雨水收集临时储藏层,后再经透水砂层和砾石粗砂层可进入底部排水管,流向临时储水池,草坪上的雨水也可经透水混凝土流进草坪雨水收集临时储藏层,再从上层排水管和下层排水管流进临时储水池,实现雨水的快速收集并储存;The rainwater on the lawn can flow into the lawn rainwater collection temporary storage layer through the permeable concrete, and then enter the bottom drainage pipe through the permeable sand layer and gravel coarse sand layer, and flow to the temporary storage tank. The rainwater on the lawn can also flow into the lawn through the permeable concrete The lawn rainwater is collected from the temporary storage layer, and then flows into the temporary storage tank from the upper drainage pipe and the lower drainage pipe to realize the rapid collection and storage of rainwater;
当路面有坡度时,纵向肋与坡度的方向垂直设置。When the road surface has a slope, the longitudinal ribs are arranged perpendicular to the direction of the slope.
作为一种优选的技术方案, 所述中空路缘石本体长度设置在50~60cm之间,宽度设置在15~20cm之间,所述中空路缘石本体 超出道路的部分高设置在12~15cm之间;所述中空路缘石本体的材质采用花岗岩或硬度较大的混凝土;As a preferred technical solution, the length of the hollow curb body is set between 50 and 60 cm, the width is set between 15 and 20 cm, and the height of the part of the hollow curb body that exceeds the road is set between 12 and 15 cm. ; The material of the hollow curb body is granite or concrete with higher hardness;
所述道路雨水进水网的材质采用不锈钢;所述中空路缘石本体四周和底部设置有防水布料,有防水布料外侧涂抹有防渗水泥层。The material of the road rainwater intake network is stainless steel; the hollow curb body is provided with waterproof cloth around and at the bottom, and an anti-seepage cement layer is applied on the outside of the waterproof cloth.
作为一种优选的技术方案,所述大石粗砂过滤层采用大石粗砂铺设而成,所述大石粗砂过滤层的厚度设置在12~15cm之间,所述大石粗砂过滤层的粒径设置在15~25mm之间;As a preferred technical solution, the coarse stone filter layer is paved with coarse sand, the thickness of the coarse sand filter layer is set between 12 and 15 cm, and the coarse sand filter layer has a particle size of Set between 15 and 25mm;
所述碎石细砂过滤层采用碎石细砂铺设而成,所述碎石细砂过滤层的厚度设置在12~15cm之间,所述碎石细砂过滤层的粒径设置在5~15mm之间;The gravel fine sand filter layer is paved with gravel fine sand, the thickness of the gravel fine sand filter layer is set between 12-15 cm, and the particle size of the gravel fine sand filter layer is set at 5-5 cm. Between 15mm;
所述去油层采用吸油透水性材料铺设而成,所述去油层的厚度设置在12~15cm之间。The oil-removing layer is paved with oil-absorbing and water-permeable materials, and the thickness of the oil-removing layer is set between 12cm and 15cm.
作为一种优选的技术方案, 所述第一滤水净化层采用石墨烯透水混凝土材料铺设而成,所述第一滤水净化层的厚度设置在16~20cm之间,所述石墨烯透水混凝土材料中各组分质量的百分比分别为粗骨料80~85%、水泥15~20%,石墨烯悬浊液10~15%,聚羧酸减水剂1 .5~ 2%,石墨烯在悬浊液中的质量百分比为0 .2~0 .4%;粗骨料采用单一级标配的碎石,且碎石的粒径设置在8~12mm之间;As a preferred technical solution, the first water filtration and purification layer is paved with graphene permeable concrete material, the thickness of the first water filtration and purification layer is set between 16 and 20 cm, and the graphene permeable concrete The mass percentage of each component in the material is 80-85% of coarse aggregate, 15-20% of cement, 10-15% of graphene suspension, 1.5-2% of polycarboxylate superplasticizer, graphene in The mass percentage in the suspension is 0.2-0.4%; the coarse aggregate adopts a single-grade standard crushed stone, and the particle size of the crushed stone is set between 8-12mm;
所述第二滤水净化层采用沸石铺设而成,所述第二滤水净化层的厚度设置在16~20cm之间,所采用的沸石的粒径设置在4~6mm之间。The second water filtration and purification layer is paved with zeolite, the thickness of the second water filtration and purification layer is set between 16-20 cm, and the particle size of the zeolite used is set between 4-6 mm.
作为一种优选的技术方案,人行道雨水收集临时储藏层和草坪雨水收集临时储藏层13均采用均匀分布,并且横、纵成排,等间距布置;As a preferred technical solution, the sidewalk rainwater collection temporary storage layer and the lawn rainwater collection temporary storage layer 13 are uniformly distributed, arranged in rows horizontally and vertically, and arranged at equal intervals;
作为一种优选的技术方案,所述人行道双层储水路面砖包括顶面板、纵向肋、人行道雨水收集临时储藏层、顶面滤水孔、中层隔板和底层板;所述人行道双层储水路面砖顶部设置为顶面板,中部设置有中层隔板,底部设置为底层板,所述人行道双层储水路面砖的两侧分别设置有纵向肋;As a preferred technical solution, the sidewalk double-layer water storage pavement bricks include a top panel, longitudinal ribs, sidewalk rainwater collection temporary storage layer, top surface water filter holes, middle partitions and bottom plate; the sidewalk double-layer water storage road The top of the facing brick is set as a top panel, the middle is set as a middle partition, and the bottom is set as a bottom plate, and the two sides of the sidewalk double-layer water storage pavement bricks are respectively set with longitudinal ribs;
所示顶面板和纵向肋均采用普通混凝土制成,底层板采用透水混凝土制成;所述顶面板、中层隔板和底层板均均匀分布;The top panel and longitudinal ribs shown are all made of ordinary concrete, and the bottom panel is made of permeable concrete; the top panel, middle partition and bottom panel are evenly distributed;
所述人行道双层储水路面砖上的顶面板上设置有若干顶面滤水孔,顶面滤水孔设置为圆形且直径设置在5~20mm之间;所述顶面滤水孔整体分布为矩形。The top panel on the double-layer water storage pavement brick of the sidewalk is provided with several top surface water filter holes, the top surface water filter holes are set to be circular and the diameter is set between 5 ~ 20mm; the overall distribution of the top surface water filter holes is a rectangle.
与现有技术相比较,本发明的有益效果在于:本发明构造简单、受力性能好、加工简便,路缘石上部空腔雨水储水层和人行道及草坪下面的大量雨水收集临时储藏层能够实现雨水的快速收集并储存,并通过后续长期一段时间的滤水、渗水以及净水,实现了高效的雨水收集再利用与减缓城市道路雨水所造成的灾害作用。Compared with the prior art, the beneficial effects of the present invention are: the present invention has simple structure, good mechanical performance, and easy processing, and the cavity rainwater storage layer on the upper part of the curb and a large amount of rainwater collection temporary storage layer under the sidewalk and lawn can realize The rapid collection and storage of rainwater, and through the subsequent long-term water filtration, water seepage and water purification, the efficient collection and reuse of rainwater and the mitigation of disasters caused by rainwater on urban roads are realized.
附图说明Description of drawings
图1为本发明带有滤水净水路缘石的雨水收集生态路面的横断面示意图;Fig. 1 is the cross-sectional schematic view of the rainwater collection ecological road surface with the water filtration and water purification curbstone of the present invention;
图2为带有坡度的带有滤水净水路缘石的雨水收集生态路面的横断面示意图;Fig. 2 is the cross-sectional schematic diagram of the rainwater collection ecological road surface with the water filtering and water purification curb with slope;
图3为新型滤水净水路缘石的横断面示意图;Fig. 3 is the schematic diagram of the cross section of the novel water-filtering curbstone;
图4为图3B-B剖面示意图,即新型滤水净水路缘石的纵断面示意图;Fig. 4 is a schematic sectional view of Fig. 3B-B, that is, a schematic longitudinal sectional view of a novel water-filtering curb;
图5为人行道双层储水路面砖立面示意图;Figure 5 is a schematic diagram of the elevation of the sidewalk double-layer water storage pavement brick;
图6为人行道双层储水路面砖平面示意图;Fig. 6 is a schematic plan view of the sidewalk double-layer water storage pavement brick;
图7为图5A-A剖面示意图。FIG. 7 is a schematic cross-sectional view of FIG. 5A-A.
图中序号说明:1为人行道双层储水路面砖;2为中空路缘石本体;3为道路雨水进水网;4为路缘石上部空腔雨水储水层;5为大石粗砂过滤层;6为碎石细砂过滤层;7为去油层;8为第一滤水净化层;9为第二滤水净化层;10为底部排水管;11为透水混凝土;12为人行道雨水收集临时储藏层;13为草坪雨水收集临时储藏层;14为透水砂层;15为砾石粗砂层;16为上层排水管;17为下层排水管;18为道路;19为草坪;20为临时储水池;21为输水孔;1-1为顶面板;1-2为纵向肋;1-3为中层隔板;;1-5为底层板;1-6为顶面滤水孔。The serial numbers in the figure illustrate: 1 is the double-layer water storage pavement brick of the sidewalk; 2 is the hollow curb body; 3 is the road rainwater intake network; 4 is the rainwater storage layer in the upper cavity of the curb; 5 is the large stone coarse sand filter layer; 6 7 is the oil removal layer; 8 is the first water filtration and purification layer; 9 is the second water filtration and purification layer; 10 is the bottom drainage pipe; 11 is permeable concrete; 12 is the temporary storage layer for sidewalk rainwater collection 13 is a temporary storage layer for lawn rainwater collection; 14 is a permeable sand layer; 15 is a gravel coarse sand layer; 16 is an upper drainage pipe; 17 is a lower drainage pipe; 18 is a road; 19 is a lawn; 20 is a temporary storage tank; 21 1-1 is the top panel; 1-2 is the longitudinal rib; 1-3 is the middle partition; 1-5 is the bottom plate; 1-6 is the top water filter hole.
具体实施方式detailed description
为了进一步说明本发明,下面结合附图及实施例对本发明进行详细地描述,但不能将它们理解为对本发明保护范围的限定。In order to further illustrate the present invention, the present invention will be described in detail below in conjunction with the accompanying drawings and embodiments, but they should not be construed as limiting the protection scope of the present invention.
带有滤水净水路缘石的雨水收集生态路面,包括人行道双层储水路面砖1、中空路缘石本体2、道路雨水进水网3、路缘石上部空腔雨水储水层4、大石粗砂过滤层5、碎石细砂过滤层6、去油层7、第一滤水净化层8、第二滤水净化层9、底部排水管10、透水混凝土11、人行道雨水收集临时储藏层12、草坪雨水收集临时储藏层13、透水砂层14、砾石粗砂层15、上层排水管16、下层排水管17、草坪19、临时储水池20和输水孔21等构成,Rainwater collection ecological pavement with curb stone for water filtration and purification, including sidewalk double-layer water storage pavement brick 1, hollow curb stone body 2, road rainwater intake network 3, rainwater storage layer 4 in the upper cavity of the curb stone, large stone coarse sand Filter layer 5, gravel fine sand filter layer 6, oil removal layer 7, first water filtration and purification layer 8, second water filtration and purification layer 9, bottom drainage pipe 10, permeable concrete 11, sidewalk rainwater collection temporary storage layer 12, lawn Rainwater collection temporary storage layer 13, permeable sand layer 14, gravel coarse sand layer 15, upper drainage pipe 16, lower drainage pipe 17, lawn 19, temporary storage tank 20 and water delivery hole 21, etc.
在道路18的一侧设置有中空路缘石本体2,所述中空路缘石本体2设置为矩形空槽,所述的矩形空槽上部在靠近道路一侧设置有道路雨水进水网3,所述的矩形空槽内部自上而下依次设置有路缘石上部空腔雨水储水层4、大石粗砂过滤层5、碎石细砂过滤层6、去油层7、第一滤水净化层8和第二滤水净化层9,所述的矩形空槽底部设置有底部排水管10;本发明从道路雨水进水网3进入到路缘石上部空腔雨水储水层4的雨水经过层层过滤可经底部排水管10流入临时储水池20,实现雨水的快速收集并储存;A hollow curb body 2 is arranged on one side of the road 18, and the hollow curb body 2 is set as a rectangular hollow groove, and the upper part of the rectangular hollow groove is provided with a road rainwater intake network 3 on the side close to the road. The interior of the rectangular cavity is arranged sequentially from top to bottom with a curb upper cavity rainwater storage layer 4, a large stone coarse sand filter layer 5, a crushed stone fine sand filter layer 6, an oil removal layer 7, a first water filtration and purification layer 8 and The second water filtration and purification layer 9, the bottom of the rectangular cavity is provided with a bottom drain pipe 10; the present invention enters the rainwater from the road rainwater inlet network 3 into the upper cavity rainwater storage layer 4 of the curb through layer by layer filtration. It flows into the temporary storage tank 20 through the bottom drain pipe 10 to realize the rapid collection and storage of rainwater;
在路缘石的另一侧为人行道,人行道上铺设有人行道双层储水路面砖1,形成两层人行道雨水收集临时储藏层12,人行道雨水收集临时储藏层12周围设置有透水混凝土11,人行道的另一侧是草坪19,草坪19下方设置有两层草坪雨水收集临时储藏层13,草坪雨水收集临时储藏层13周围设置有透水混凝土11,草坪19的外侧、草坪雨水收集临时储藏层13处设置有上层排水管16和下层排水管17,上层排水管16和下层排水管17均与临时储水池20连通,临时储水池20的一端设置有输水孔21;The other side of the curb is the sidewalk, and the sidewalk is paved with sidewalk double-layer water storage pavement bricks 1 to form a two-layer sidewalk rainwater collection temporary storage layer 12, and a permeable concrete 11 is arranged around the sidewalk rainwater collection temporary storage layer 12. One side is the lawn 19, two layers of lawn rainwater collection temporary storage layer 13 are arranged below the lawn 19, permeable concrete 11 is arranged around the lawn rainwater collection temporary storage layer 13, the outside of the lawn 19, the lawn rainwater collection temporary storage layer 13 places are provided with The upper floor drainage pipe 16 and the lower floor drainage pipe 17, the upper floor drainage pipe 16 and the lower floor drainage pipe 17 are all communicated with the temporary water storage tank 20, and one end of the temporary water storage tank 20 is provided with a water delivery hole 21;
人行道双层储水路面砖1和草坪19的下面设置有透水砂层14,透水砂层14 的下面设置有砾石粗砂层15;A permeable sand layer 14 is provided below the sidewalk double-layer water storage pavement brick 1 and lawn 19, and a gravel coarse sand layer 15 is provided below the permeable sand layer 14;
本发明人行道上的雨水从顶面板1-1上的顶面滤水孔1-6流入,经透水混凝土11可流进人行道雨水收集临时储藏层12,后再经透水砂层14和砾石粗砂层15可进入底部排水管10,流向临时储水池20,实现雨水的快速收集并储存;The rainwater on the sidewalk of the present invention flows in from the top surface filter hole 1-6 on the top panel 1-1, and can flow into the sidewalk rainwater collection temporary storage layer 12 through the permeable concrete 11, and then through the permeable sand layer 14 and gravel coarse sand The layer 15 can enter the bottom drain pipe 10 and flow to the temporary storage tank 20 to realize the rapid collection and storage of rainwater;
本发明草坪19上的雨水可经透水混凝土11流进草坪雨水收集临时储藏层13,后再经透水砂层14和砾石粗砂层15可进入底部排水管10,流向临时储水池20,草坪19上的雨水也可经透水混凝土11流进草坪雨水收集临时储藏层13,再从上层排水管16和下层排水管17流进临时储水池20,实现雨水的快速收集并储存;The rainwater on the lawn 19 of the present invention can flow into the lawn rainwater collection temporary storage layer 13 through the permeable concrete 11, and then can enter the bottom drain pipe 10 through the permeable sand layer 14 and the gravel coarse sand layer 15, and flow to the temporary water storage tank 20, the lawn 19 The rainwater on the ground can also flow into the lawn rainwater collection temporary storage layer 13 through the permeable concrete 11, and then flow into the temporary water storage tank 20 from the upper drainpipe 16 and the lower drainpipe 17, so as to realize the rapid collection and storage of rainwater;
当路面有坡度时,纵向肋1-2与坡度的方向垂直设置。When the road surface has a slope, the longitudinal ribs 1-2 are arranged perpendicular to the direction of the slope.
2.根据权利要求1所述的带有滤水净水路缘石的雨水收集生态路面,其特征在于:2. The rainwater collection ecological pavement with water filtration and water purification curb according to claim 1, is characterized in that:
所述中空路缘石本体 2 长度设置在50~60cm之间,宽度设置在15~20cm之间,所述中空路缘石本体 2 超出道路18的部分高设置在12~15cm之间;所述中空路缘石本体 2 的材质采用花岗岩或硬度较大的混凝土;The length of the hollow curb body 2 is set between 50-60 cm, the width is set between 15-20 cm, and the height of the part of the hollow curb body 2 beyond the road 18 is set between 12-15 cm; the hollow road The material of the edge stone body 2 is granite or hard concrete;
所述道路雨水进水网3的材质采用不锈钢;所述中空路缘石本体 2 四周和底部设置有防水布料,有防水布料外侧涂抹有防渗水泥层。The material of the road rainwater inlet net 3 is stainless steel; the hollow curb body 2 is provided with waterproof cloth around and at the bottom, and the outer side of the waterproof cloth is coated with an anti-seepage cement layer.
3.根据权利要求1所述的带有滤水净水路缘石的雨水收集生态路面,其特征在于: 3. The rainwater collection ecological pavement with water filtration and water purification curb according to claim 1, is characterized in that:
所述大石粗砂过滤层5采用大石粗砂铺设而成,所述大石粗砂过滤层5的厚度设置在12~15cm之间,所述大石粗砂过滤层5的粒径设置在15~25mm之间;The big stone coarse sand filter layer 5 is paved with big stone coarse sand, the thickness of the big stone coarse sand filter layer 5 is set between 12 ~ 15cm, and the particle size of the big stone coarse sand filter layer 5 is set at 15 ~ 25mm between;
所述碎石细砂过滤层6采用碎石细砂铺设而成,所述碎石细砂过滤层6的厚度设置在12~15cm之间,所述碎石细砂过滤层6的粒径设置在5~15mm之间;The gravel fine sand filter layer 6 is paved with gravel fine sand, the thickness of the gravel fine sand filter layer 6 is set between 12-15 cm, and the particle size of the gravel fine sand filter layer 6 is set Between 5 and 15mm;
所述去油层7采用吸油透水性材料铺设而成,所述去油层7的厚度设置在12~15cm之间。The oil-removing layer 7 is paved with oil-absorbing and water-permeable materials, and the thickness of the oil-removing layer 7 is set between 12cm and 15cm.
4.根据权利要求1所述的带有滤水净水路缘石的雨水收集生态路面,其特征在于:4. The rainwater collection ecological pavement with water filtration and water purification curb according to claim 1, is characterized in that:
所述第一滤水净化层8采用石墨烯透水混凝土材料铺设而成,所述第一滤水净化层8的厚度设置在16~20cm之间,所述石墨烯透水混凝土材料中各组分质量的百分比分别为粗骨料80~85%、水泥15~20%,石墨烯悬浊液10~15%,聚羧酸减水剂1 .5~ 2%,石墨烯在悬浊液中的质量百分比为0 .2~0 .4%;粗骨料采用单一级标配的碎石,且碎石的粒径设置在8~12mm之间; The first water filtration and purification layer 8 is paved with a graphene permeable concrete material, the thickness of the first water filtration and purification layer 8 is set between 16 and 20 cm, and the mass of each component in the graphene permeable concrete material is The percentages are 80-85% of coarse aggregate, 15-20% of cement, 10-15% of graphene suspension, 1.5-2% of polycarboxylate superplasticizer, and the mass of graphene in suspension The percentage is 0.2-0.4%; the coarse aggregate adopts a single-grade standard crushed stone, and the particle size of the crushed stone is set between 8-12mm;
所述第二滤水净化层9采用沸石铺设而成,所述第二滤水净化层9的厚度设置在16~20cm之间,所采用的沸石的粒径设置在4~6mm之间。The second water filtration and purification layer 9 is paved with zeolite, the thickness of the second water filtration and purification layer 9 is set between 16-20 cm, and the particle size of the zeolite used is set between 4-6 mm.
人行道雨水收集临时储藏层12和草坪雨水收集临时储藏层13均采用均匀分布,并且横、纵成排,等间距布置;The sidewalk rainwater collection temporary storage layer 12 and the lawn rainwater collection temporary storage layer 13 are uniformly distributed, and arranged in horizontal and vertical rows at equal intervals;
所述人行道双层储水路面砖1包括顶面板1-1、纵向肋1-2、人行道雨水收集临时储藏层12、顶面滤水孔1-6、中层隔板1-3和底层板1-5;所述人行道双层储水路面砖1顶部设置为顶面板1-1,中部设置有中层隔板1-3,底部设置为底层板1-5,所述人行道双层储水路面砖1的两侧分别设置有纵向肋1-2;The sidewalk double-layer water storage pavement brick 1 includes a top panel 1-1, a longitudinal rib 1-2, a sidewalk rainwater collection temporary storage layer 12, a top surface water filter hole 1-6, a middle partition 1-3 and a bottom plate 1- 5. The top of the sidewalk double-layer water storage pavement brick 1 is set as a top panel 1-1, the middle part is provided with a middle layer partition 1-3, and the bottom is set as a bottom plate 1-5. The two sides of the sidewalk double-layer water storage pavement brick 1 The sides are respectively provided with longitudinal ribs 1-2;
所示顶面板1-1和纵向肋1-2均采用普通混凝土制成,底层板1-5采用透水混凝土制成;所述顶面板1-1、中层隔板1-3和底层板1-5均均匀分布;The top panel 1-1 and the longitudinal rib 1-2 shown are all made of ordinary concrete, and the bottom panel 1-5 is made of permeable concrete; the top panel 1-1, the middle partition 1-3 and the bottom panel 1- 5 evenly distributed;
所述人行道双层储水路面砖1上的顶面板1-1上设置有若干顶面滤水孔1-6,顶面滤水孔1-6设置为圆形且直径设置在5~20mm之间;所述顶面滤水孔1-6整体分布为矩形。The top panel 1-1 on the sidewalk double-layer water storage pavement brick 1 is provided with several top surface water filter holes 1-6, and the top surface water filter holes 1-6 are set to be circular and have a diameter between 5 and 20 mm. ; The overall distribution of the top water filter holes 1-6 is a rectangle.
以上所述仅是本发明的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本发明原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本发明的保护范围。The above is only a preferred embodiment of the present invention, it should be pointed out that, for those of ordinary skill in the art, without departing from the principle of the present invention, some improvements and modifications can also be made, and these improvements and modifications can also be made. It should be regarded as the protection scope of the present invention.
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CN107151962A (en) * | 2017-06-22 | 2017-09-12 | 中国冶集团有限公司 | A kind of sponge urban road rainwater is percolated discharge structure |
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CN108265580A (en) * | 2018-01-24 | 2018-07-10 | 河海大学 | A kind of the river channel ecology system and its construction method of cutting dirt-bank protection-water purification based on reuse of dredging |
CN109183531A (en) * | 2018-09-14 | 2019-01-11 | 南京工业大学 | Method for recycling rainwater combined by pervious concrete pavement and composite matrix green belt |
CN109503040A (en) * | 2018-12-20 | 2019-03-22 | 四川聚创石墨烯科技有限公司 | A kind of graphene drainage brick and preparation method thereof |
CN109763388A (en) * | 2019-01-16 | 2019-05-17 | 安徽鸿宇路桥工程有限公司 | A kind of road structure and its construction method |
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