A kind of rainwater-collecting ecological pavement with drainage water purification kerbstone
Technical field
The utility model belongs to sponge city, road construction technical field, and drainage water purification road is carried more particularly to one kind
The rainwater-collecting ecological pavement of kerb.
Background technology
Sponge city, it is new generation of city storm water man- agement concept, refers to that city is adapting to environmental change and reply rainwater band
Natural calamity come etc. has good " elasticity ", also referred to as " water elasticity city ".International term is " low shadow
Ring exploitation storm-water system structure ".Water suction when raining, water storage, infiltration, water purification, it is necessary to when by the water stored " release " and be subject to profit
With.
Kerbstone is a kind of road fringing building annex commonly used during present road construction, usually as setting
In the strip stone that pavement edge separates with other structural belts, therefore also referred to as " road tooth ", applied during road construction
It is quite varied.Traditional kerbstone only plays cut zone, stops the effect such as road drainage and road garbage, but also therefore Yi Dui roads
Road draining produces obstacle, especially in the more southern area of rainwater, easily causes rainy day rainwater and hoards, road surface large area product
Water, it is unfavorable for the unimpeded of road, causes to produce Urban Flood Waterlogging.
Pavement runoff pollution in recent years increasingly receives significant attention, and rainwater and road cleaning are road runoff pollutions with water
Main source.In the runoff of highway pavement in addition to Conventional pollution SS, COD, N, P, also because of vehicle exhaust, pavement garbage
Heavy metal classes material (such as Pb, Cd, Zn, Cu), grease pollutant and petroleum hydrocarbons Deng caused by.Traditional
In road drainage mode, Highway Rainfall Runoff collect it is latter as be directly discharged into by Urban Rainwater Pipe Networks sewerage system,
In receiving water body or Soil Surrounding, substantial amounts of water body and soil pollution are caused, is greatly reduced environmental quality.
At present, porous pavement can not quickly absorb water, water storage when heavy rain arrives, cause a large amount of rain water runoffs, thus nothing
Method reaches infiltration, water purification purpose, and may cause huge disaster.
For shortcoming present in prior art, it is necessary to a kind of creative and structure of novelty of utility model or
Person's device.
Utility model content
The utility model provides a kind of rainwater-collecting ecological pavement with drainage water purification kerbstone, current to solve with this
Porous pavement can not
The problems such as quick water suction, water storage, so as to reach when heavy rain arrives, quick water suction, water storage, and realize and effectively ooze
Water, water purification purpose.
The technical solution adopted in the utility model is as follows:
Rainwater-collecting ecological pavement with drainage water purification kerbstone, mainly by pavement double-layer water storage pavior brick, hollow
Kerbstone body, road rain water enter the network of rivers, kerbstone upper cavity rainwater reservoir bed, great Shi coarse sands filter layer, rubble fine sand mistake
Filtering layer, remove oil reservoir, the first drainage purifying layer, the second drainage purifying layer, bottom discharge pipe, pervious concrete, pavement rainwater collection
Collect interim storage layer, the interim storage layer of lawn rainwater-collecting, Permeable Sand Layers, gravel coarse sands layer, upper strata drainpipe, lower floor's draining
Pipe, lawn, interim tank and water hole etc. are formed;
Hollow kerbstone body is provided with the side of road, the hollow kerbstone body is arranged to rectangle dead slot, institute
The network of rivers is entered being provided with road rain water close to road side in the rectangle dead slot top stated, inside described rectangle dead slot from top to bottom
It is disposed with kerbstone upper cavity rainwater reservoir bed, great Shi coarse sands filter layer, rubble fine sand filter layer, goes oil reservoir, first
Drainage purifying layer and the second drainage purifying layer, described rectangle dead slot bottom are provided with bottom discharge pipe;Intake from road rain water
The rainwater that net enters kerbstone upper cavity rainwater reservoir bed can flow into interim water storage by layering through bottom discharge pipe
Pond, realize the quick collection of rainwater and store;
It is pavement in the opposite side of kerbstone, pavement is provided with pavement double-layer water storage pavior brick, is formed two layers
The interim storage layer of pavement rainwater-collecting, pervious concrete, pavement are provided with around the interim storage layer of pavement rainwater-collecting
Opposite side be lawn, be provided with two layers of interim storage layer of lawn rainwater-collecting below lawn, lawn rainwater-collecting is stored temporarily
Be provided with pervious concrete around layer, be provided with the outside on lawn, the interim storage layer of lawn rainwater-collecting upper strata drainpipe and
Lower floor's drainpipe, upper strata drainpipe and lower floor's drainpipe connect with interim tank, and one end of interim tank is provided with defeated
Water hole;
Permeable Sand Layers are provided with below pavement double-layer water storage pavior brick and lawn, gravel is provided with below Permeable Sand Layers
Stone coarse sands layer;
Rainwater on pavement is flowed into from the top surface treatment hole on top panel, and pavement rainwater is may flow into through pervious concrete
Collect interim storage layer, after can enter bottom discharge pipe through Permeable Sand Layers and gravel coarse sands layer again, flow to interim tank, realize
The quick collection of rainwater simultaneously stores;
Rainwater on lawn can flow into the interim storage layer of lawn rainwater-collecting through pervious concrete, after again through Permeable Sand Layers and
Gravel coarse sands layer can enter bottom discharge pipe, flow to interim tank, and the rainwater on lawn also can flow into grass through pervious concrete
The interim storage layer of level ground rainwater-collecting, then interim tank is flowed into from upper strata drainpipe and lower floor's drainpipe, realize the quick of rainwater
Collect and store;
When there is the gradient on road surface, the direction of longitudinal rib and the gradient is vertically arranged.
As a kind of perferred technical scheme, the hollow kerbstone body length is arranged between 50~60cm, width
It is arranged between 15~20cm, the hollow kerbstone body exceeds the part high setting of road between 12~15cm;It is described
The material of hollow kerbstone body is using the larger concrete of granite or hardness;
The material that the road rain water enters the network of rivers uses stainless steel;The hollow kerbstone body surrounding and bottom are provided with
Waterproof cloth, have and be coated with water-impervious mud layer on the outside of waterproof cloth.
As a kind of perferred technical scheme, the great Shi coarse sands filter layer is formed using the laying of great Shi coarse sands, described big
The thickness of stone coarse sand filter layer is arranged between 12~15cm, the particle diameter of the great Shi coarse sands filter layer be arranged on 15~25mm it
Between;
The rubble fine sand filter layer is formed using the laying of rubble fine sand, and the thickness of the rubble fine sand filter layer is arranged on
Between 12~15cm, the particle diameter of the rubble fine sand filter layer is arranged between 5~15mm;
It is described to go oil reservoir to be formed using the laying of oil suction dank material, the thickness for removing oil reservoir be arranged on 12~15cm it
Between.
As a kind of perferred technical scheme, the first drainage purifying layer uses graphene pervious concrete material-paving
Form, the thickness of the first drainage purifying layer is arranged between 16~20cm, each in the graphene pervious concrete material
The percentage of constituent mass is respectively coarse aggregate 80~85%, cement 15~20%, graphene suspension 10~15%, polycarboxylic acids
.5~2% of water reducer 1, mass percent of the graphene in suspension are the .4% of 0 .2~0;Coarse aggregate uses single level
The rubble of standard configuration, and the particle diameter of rubble is arranged between 8~12mm;
The second drainage purifying layer is formed using zeolite laying, and the thickness of the second drainage purifying layer is arranged on 16~
Between 20cm, the particle diameter of used zeolite is arranged between 4~6mm.
As a kind of perferred technical scheme, the interim storage layer of pavement rainwater-collecting and lawn rainwater-collecting are stored temporarily
Layer 13 is used and is uniformly distributed, and horizontal, vertical in a row, is equally spaced;
As a kind of perferred technical scheme, the pavement double-layer water storage pavior brick includes top panel, longitudinal rib, people's row
The interim storage layer of road rainwater-collecting, top surface treatment hole, middle level dividing plate and bottom plate;At the top of the pavement double-layer water storage pavior brick
It is arranged to top panel, middle part is provided with middle level dividing plate, and bottom is arranged to bottom plate, and the two of the pavement double-layer water storage pavior brick
Side is respectively arranged with longitudinal rib;
Shown top panel and longitudinal rib are made of normal concrete, and bottom plate is made of pervious concrete;It is described
Top panel, middle level dividing plate and bottom plate are uniformly distributed;
Some top surface treatment holes are provided with top panel on the pavement double-layer water storage pavior brick, top surface treatment hole is set
Circular and diameter is set to be arranged between 5 ~ 20mm;The top surface treatment hole overall distribution is rectangle.
Compared with prior art, the beneficial effects of the utility model are:The utility model simple structure, stress performance
Get well, simple processing, a large amount of rainwater-collectings below kerbstone upper cavity rainwater reservoir bed and pavement and lawn are stored temporarily
Layer can realize the quick collection of rainwater and store, and by drainage, infiltration and the water purification of follow-up long-term a period of time, realize
Efficient rainwater-collecting recycles to be acted on the disaster caused by slowing down urban road rainwater.
Brief description of the drawings
Fig. 1 is the schematic cross-sectional view of rainwater-collecting ecological pavement of the utility model with drainage water purification kerbstone;
Fig. 2 is the schematic cross-sectional view with the acclive rainwater-collecting ecological pavement with drainage water purification kerbstone;
Fig. 3 is the schematic cross-sectional view of novel water filter water purification kerbstone;
Fig. 4 is Fig. 3 B-B diagrammatic cross-sections, the i.e. schematic longitudinal section of novel water filter water purification kerbstone;
Fig. 5 is pavement double-layer water storage pavior brick elevational schematic view;
Fig. 6 is pavement double-layer water storage pavior brick floor map;
Fig. 7 is Fig. 5 A-A diagrammatic cross-sections.
Number explanation in figure:1 is pavement double-layer water storage pavior brick;2 be hollow kerbstone body;3 enter for road rain water
The network of rivers;4 be kerbstone upper cavity rainwater reservoir bed;5 be great Shi coarse sand filter layers;6 be rubble fine sand filter layer;7 be to deoil
Layer;8 be the first drainage purifying layer;9 be the second drainage purifying layer;10 be bottom discharge pipe;11 be pervious concrete;12 be people's row
The interim storage layer of road rainwater-collecting;13 be the interim storage layer of lawn rainwater-collecting;14 be Permeable Sand Layers;15 be gravel coarse sands layer;
16 be upper strata drainpipe;17 be lower floor's drainpipe;18 be road;19 be lawn;20 be interim tank;21 be water hole;1-1
For top panel;1-2 is longitudinal rib;1-3 is middle level dividing plate;1-5 is bottom plate;1-6 is top surface treatment hole.
Embodiment
In order to further illustrate the utility model, below in conjunction with the accompanying drawings and embodiment is retouched in detail to the utility model
State, but they can not be interpreted as to the restriction to scope of protection of the utility model.
Rainwater-collecting ecological pavement with drainage water purification kerbstone, including pavement double-layer water storage pavior brick 1, middle dead circuit
Kerb body 2, road rain water enter the network of rivers 3, kerbstone upper cavity rainwater reservoir bed 4, great Shi coarse sands filter layer 5, rubble fine sand
Filter layer 6, go oil reservoir 7, the first drainage purifying layer 8, the second drainage purifying layer 9, bottom discharge pipe 10, pervious concrete 11, people
The interim storage layer 12 of trade rainwater-collecting, the interim storage layer 13 of lawn rainwater-collecting, Permeable Sand Layers 14, gravel coarse sands layer 15, on
Layer drainpipe 16, lower floor's drainpipe 17, lawn 19, interim tank 20 and water hole 21 etc. are formed,
Hollow kerbstone body 2 is provided with the side of road 18, the hollow kerbstone body 2 is arranged to rectangle sky
Groove, described rectangle dead slot top are provided with road rain water in close road side and enter the network of rivers 3, and described rectangle dead slot inside is certainly
It is upper and under be disposed with kerbstone upper cavity rainwater reservoir bed 4, great Shi coarse sands filter layer 5, rubble fine sand filter layer 6, go
Oil reservoir 7, the first drainage purifying layer 8 and the second drainage purifying layer 9, described rectangle dead slot bottom are provided with bottom discharge pipe 10;
The utility model, which from road rain water enters the network of rivers 3 and enters the rainwater of kerbstone upper cavity rainwater reservoir bed 4, passes through layering
Interim tank 20 can be flowed into through bottom discharge pipe 10, the quick collection of rainwater is realized and stores;
It is pavement in the opposite side of kerbstone, pavement is provided with pavement double-layer water storage pavior brick 1, is formed two layers
The interim storage layer 12 of pavement rainwater-collecting, pervious concrete 11 is provided with around the interim storage layer 12 of pavement rainwater-collecting,
The opposite side on pavement is lawn 19, and the lower section of lawn 19 is provided with the interim storage layer 13 of two layers of lawn rainwater-collecting, lawn rainwater
Collect and pervious concrete 11 is provided with around interim storage layer 13, the outside on lawn 19, the interim storage layer 13 of lawn rainwater-collecting
Place is provided with upper strata drainpipe 16 and lower floor's drainpipe 17, upper strata drainpipe 16 and lower floor's drainpipe 17 with interim tank 20
Connection, one end of interim tank 20 is provided with water hole 21;
Permeable Sand Layers 14 are provided with below pavement double-layer water storage pavior brick 1 and lawn 19, below Permeable Sand Layers 14
It is provided with gravel coarse sands layer 15;
Rainwater on the utility model pavement flows into from the top surface treatment hole 1-6 on top panel 1-1, through pervious concrete
11 may flow into the interim storage layer 12 of pavement rainwater-collecting, after can enter bottom through Permeable Sand Layers 14 and gravel coarse sands layer 15 again and arrange
Water pipe 10, interim tank 20 is flowed to, realize the quick collection of rainwater and store;
Rainwater on the utility model lawn 19 can flow into the interim storage layer 13 of lawn rainwater-collecting through pervious concrete 11,
Bottom discharge pipe 10 can be entered through Permeable Sand Layers 14 and gravel coarse sands layer 15 again afterwards, flow to interim tank 20, on lawn 19
Rainwater can also flow into the interim storage layer 13 of lawn rainwater-collecting through pervious concrete 11, then from upper strata drainpipe 16 and lower floor's draining
Pipe 17 flows into interim tank 20, realizes the quick collection of rainwater and stores;
When there is the gradient on road surface, the direction of longitudinal rib 1-2 and the gradient is vertically arranged.
The hollow length of kerbstone body 2 is arranged between 50~60cm, and width is arranged between 15~20cm, institute
State hollow kerbstone body 2 and exceed the part high setting of road 18 between 12~15cm;The hollow kerbstone body 2
Material using granite or the larger concrete of hardness;
The material that the road rain water enters the network of rivers 3 uses stainless steel;The hollow surrounding of kerbstone body 2 and bottom are set
Waterproof cloth is equipped with, has and is coated with water-impervious mud layer on the outside of waterproof cloth.
The great Shi coarse sands filter layer 5 is formed using the laying of great Shi coarse sands, and the thickness of the great Shi coarse sands filter layer 5 is set
Between 12~15cm, the particle diameter of the great Shi coarse sands filter layer 5 is arranged between 15~25mm;
The rubble fine sand filter layer 6 is formed using the laying of rubble fine sand, and the thickness of the rubble fine sand filter layer 6 is set
Between 12~15cm, the particle diameter of the rubble fine sand filter layer 6 is arranged between 5~15mm;
Described to go oil reservoir 7 to be formed using the laying of oil suction dank material, the thickness for removing oil reservoir 7 is arranged on 12~15cm
Between.
The first drainage purifying layer 8 is formed using graphene pervious concrete material-paving, the first drainage purification
The thickness of layer 8 is arranged between 16~20cm, the percentage difference of each component quality in the graphene pervious concrete material
For coarse aggregate 80~85%, cement 15~20%, graphene suspension 10~15% .5~2% of polycarboxylate water-reducer 1, stone
Mass percent of the black alkene in suspension is the .4% of 0 .2~0;Coarse aggregate uses the rubble of single level standard configuration, and rubble
Particle diameter is arranged between 8~12mm;
The second drainage purifying layer 9 is formed using zeolite laying, and the thickness of the second drainage purifying layer 9 is arranged on 16
Between~20cm, the particle diameter of used zeolite is arranged between 4~6mm.
The interim storage layer 12 of pavement rainwater-collecting and the interim storage layer 13 of lawn rainwater-collecting, which use, to be uniformly distributed, and
And it is horizontal, vertical in a row, it is equally spaced;
The pavement double-layer water storage pavior brick 1 includes top panel 1-1, longitudinal rib 1-2, pavement rainwater-collecting and stored up temporarily
Hide layer 12, top surface treatment hole 1-6, middle level dividing plate 1-3 and bottom plate 1-5;The top of pavement double-layer water storage pavior brick 1 is set
For top panel 1-1, middle part is provided with middle level dividing plate 1-3, and bottom is arranged to bottom plate 1-5, the pavement double-layer water storage road surface
The both sides of brick 1 are respectively arranged with longitudinal rib 1-2;
Shown top panel 1-1 and longitudinal rib 1-2 are made of normal concrete, and bottom plate 1-5 uses pervious concrete
It is made;The top panel 1-1, middle level dividing plate 1-3 and bottom plate 1-5 are uniformly distributed;
Some top surface treatment hole 1-6, top surface are provided with top panel 1-1 on the pavement double-layer water storage pavior brick 1
Treatment hole 1-6 is provided in round and diameter is arranged between 5 ~ 20mm;The top surface treatment hole 1-6 overall distributions are rectangle.
Described above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvements and modifications can also be made, these improve and
Retouching also should be regarded as the scope of protection of the utility model.