CN106555372A - A kind of porous pavement is mated formation plate and porous pavement paving structure - Google Patents
A kind of porous pavement is mated formation plate and porous pavement paving structure Download PDFInfo
- Publication number
- CN106555372A CN106555372A CN201710046081.2A CN201710046081A CN106555372A CN 106555372 A CN106555372 A CN 106555372A CN 201710046081 A CN201710046081 A CN 201710046081A CN 106555372 A CN106555372 A CN 106555372A
- Authority
- CN
- China
- Prior art keywords
- permeable
- porous pavement
- substrate layer
- plate
- layer
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- 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
-
- 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
- E01C5/00—Pavings made of prefabricated single units
- E01C5/06—Pavings made of prefabricated single units made of units with cement or like binders
- E01C5/08—Reinforced units with steel frames
-
- 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
- E01C2201/00—Paving elements
- E01C2201/14—Puzzle-like connections
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
Plate and porous pavement paving structure the present invention relates to a kind of porous pavement is mated formation.The plate the invention discloses a kind of porous pavement is mated formation, including permeable finish coat and permeable substrate layer, the permeable finish coat are arranged on permeable substrate layer, and the substrate layer is built-in with reinforcing fiber layer and permeable aqueduct.The porous pavement of the present invention is mated formation plate simple structure, and physical size can be adjusted according to design requirement, and Jing prefabrication molding, quality can be guaranteed；By reinforcing fiber layer is arranged in the substrate layer, be conducive to strengthening porous pavement and mat formation intensity, cracking resistance toughness reinforcing performance, corrosion resistance and the endurance quality etc. of plate；Be conducive to the Collection utilization of rainwater by permeable aqueduct is arranged in substrate layer.
Description
Technical field
The present invention relates to road pavement technical field, mat formation plate and porous pavement in particular to a kind of porous pavement
Paving structure.
Background technology
Rainwater is once prevented and treated as disaster as a kind of non-traditional water source, and present rainwater has become a kind of important
Available water resource, become one of the important water source for alleviating water resource pressure.Rainwater utilization be a kind of exploitation of resource and
Save, the improvement to whole urban ecological environment has extremely important meaning.
A) Collection utilization rainwater, can direct saving water resource, alleviate urban water supply nervous.
B) osmosis plant is built, makes rainwater infiltration, can recharging groundwater.
C) mitigate city rain flood load, reduce and receive water body downstream crest discharge and flood to threaten.
D) increase the water content of thin solum, regulate the climate, contain urban heat land effect.
E) pollution of area source caused by the runoff of city can be mitigated, dust pollution is reduced.
There are three kinds of major ways using the mode of rainwater：Regulate and store infiltration, regulate and store purification after utilize, using artificial or natural
Pond is regulated and stored rainwater.But at present rainwater catchment system also there are problems that it is many.
In recent years because of the surface gathered water that local strong rainstorms caused by greenhouse effects of the earth and urban heat land effect cause, sea is seen in city
Happen occasionally.Drainage permeable is mated formation combination, and town rain is received and teases and ridicule storage Facilities Construction sponge city and become what is solved the above problems
A kind of trend.Lay permeable road and can improve rain penetration area, slow down surface gathered water.
Road pavement is flowed to by rainwater and is broadly divided into following three kinds of modes, the first road pavement mode：From top to bottom according to
It is secondary for permeable surface layer, permeable bottom, waterproof roadbed and roadbed；Second road pavement mode：From top to bottom it is followed successively by permeable
Surface layer, permeable bottom, semi-transparent water route base and roadbed；The third road pavement mode：Permeable surface layer, permeable is followed successively by from top to bottom
Bottom, permeable roadbed and roadbed.
The fluid-tight cement concrete of rainwater Jing different from the past or asphalt concrete pavement flow directly into the draining of curb
The tradition of pipeline is mated formation, and road surface pervious bed is entered in rain penetration, and Jing lower floors impervious surface flows into the drainage pipeline system of curb
Be referred to as permeable draining mat formation, rainwater pass through road surface pervious bed, pathway base, filter layer directly penetrate into being referred to as roadbed
Permeable water is mated formation.
The advantage of permeable pavement is：The self-restraint of subsoil water improves the ecological environment of periphery vegetation；Mitigate sewer load to carry
High cities and towns river flood control ability；Reduce driving noise and eliminate negative effects of the road surface Guan Shui to traffic.
Lay permeable road and can improve rain penetration area, slow down road surface Guan Shui.Lay permeable road to first have to carry out
Roadbed treatment, arranges drain pipe and curb defines surface feature area, then lays porous pavement material Jing maintenance maturations and can just open
Put engineering road surface.
Current porous pavement material-paving mainly has three kinds of modes, cuts both ways.
Live artificial dispensing stirring pervious concrete material, artificial levelling, scene maintenance.This mode is adapted to small area paving
Dress, but the artificial dispensing stirring in scene, easily produce airborne dust, cause surrounding enviroment to pollute, while it is healthy to endanger personnel.
Pervious concrete material is transported with concrete mixer truck after the stirring of concrete-agitating base station mechanical automation dispensing
It is to job site, artificial levelling, scene maintenance.As pervious concrete material has certain construction open hour, material fortune
The defeated time is longer, and on-site construction time is longer, and difficulty of construction is bigger.Pervious concrete material is stirred by large automatic
Mat formation machinery, scene completes continuously to allocate stirring and mats formation work, scene maintenance.This mode construction quality can be guaranteed,
But equipment investment is big, and construction site has high demands.Site operation maintenance climate condition affects big in addition, and the road closed time is supported
Guard strip part affects, and construction speed is difficult to clearly.
Although need not be job-cured using water-permeable brick laying porous pavement, because size is little, manually mating formation, time-consuming,
The road closed time is equally impacted.
The content of the invention
In view of this, the technical problem to be solved in the present invention is the defect for overcoming prior art, there is provided a kind of permeable
Paving plate, including permeable finish coat and permeable substrate layer, the permeable finish coat are arranged on permeable substrate layer, the base
Flaggy is built-in with reinforcing fiber layer and permeable aqueduct.
Further, the permeable substrate layer both sides arrange fluted.
Further, the reinforcing fiber layer is fiberglass gridding cloth, carbon fiber layer, steel fibre layer, PP short fiber layers
Or PVA short fiber layers.
Further, the permeable aqueduct is netted permeable aqueduct.
Further, the permeable finish coat is prefabricated by water-permeable cement concrete, pervious asphalt concrete or permeable rubber
Form.
Further, the permeable finish coat and the permeable substrate layer are formed by water-permeable cement concrete is prefabricated.
Further, the thickness of the permeable finish coat is 1～20cm；The thickness of the permeable substrate layer be 20～
40cm。
Present invention also offers a kind of porous pavement paving structure, mat formation including the porous pavement set gradually under upper
Flaggy, permeable interlayer, sandy soil layer and base course；The porous pavement mat formation flaggy include it is smooth by some porous pavements plate of mating formation
Mat formation and form；Porous pavement plate of mating formation includes permeable finish coat and permeable substrate layer, and the permeable finish coat is arranged on saturating
On water base flaggy, the permeable substrate layer is built-in with reinforcing fiber layer and permeable aqueduct.
Further, the adjacent porous pavement being mated formation buffer component of be provided between plate.
Further, the permeable substrate layer both sides arrange fluted；The buffer component both sides are provided with and the groove
Corresponding projection.
Compared with prior art, the mat formation beneficial effect of plate and porous pavement paving structure of porous pavement of the invention is：
1st, porous pavement of the invention is mated formation plate simple structure, and physical size can be adjusted according to design requirement, and Jing factories are pre-
Type is made, quality can be guaranteed；By reinforcing fiber layer is arranged in the substrate layer, be conducive to strengthening porous pavement and mat formation plate
Intensity, cracking resistance toughness reinforcing performance, corrosion resistance and endurance quality etc.；Be conducive to by permeable aqueduct is arranged in substrate layer
The Collection utilization of rainwater.And in the porous pavement paving structure of the present invention, prefabricated porous pavement is mated formation plate directly should
For road pavement, main equipment investment is reduced, scene is mated formation convenient and simple, and construction climate condition affects little, can be significantly
Improve efficiency of construction and reduce the duration, shorten blocked for road construction time；Avoid live artificial dispensing stirring generation simultaneously to raise
Dirt causes surrounding enviroment to pollute.
2nd, further, porous pavement of the invention mat formation the permeable finish coat of plate can be according to design requirement, from not
Same seepy material；In addition can by the method such as permeable finish coat surface spraying or pressing mold stamp, constitute road surface decorative pattern with
Aesthetic road environment.
To enable the above objects, features and advantages of the present invention to become apparent, preferred embodiment cited below particularly, and coordinate
Appended accompanying drawing, is described in detail below.
Description of the drawings
In order to be illustrated more clearly that the technical scheme of the embodiment of the present invention, below by to be used attached needed for embodiment
Figure is briefly described, it will be appreciated that the following drawings illustrate only certain embodiments of the present invention, thus be not construed as it is right
The restriction of scope, for those of ordinary skill in the art, on the premise of not paying creative work, can be with according to this
A little accompanying drawings obtain other related accompanying drawings.
Fig. 1 is that porous pavement of the present invention is mated formation the structural representation of plate；
Fig. 2 is the structural representation of the porous pavement paving structure of the present invention；
Fig. 3 is the schematic diagram of the porous pavement paving structure of the present invention.
Drawing reference numeral explanation：
1 porous pavement paving structure
10 porous pavements are mated formation flaggy
10A porous pavements are mated formation plate
20 permeable interlayers
30 sandy soil layers
40 base courses
50 buffer components
51 projections
100 permeable finish coats
200 permeable substrate layers
210 grooves
300 reinforcing fiber layers
400 permeable aqueducts
500 pre-buried through holes
Specific embodiment
For the ease of understanding the present invention, mat formation plate to porous pavement below with reference to relevant drawings and porous pavement is mated formation knot
Structure is described more fully.The first-selected embodiment that porous pavement mats formation plate and porous pavement paving structure is given in accompanying drawing.
But, porous pavement mats formation plate and porous pavement paving structure can be realized in many different forms, however it is not limited to herein
Described embodiment.On the contrary, the purpose for providing these embodiments is to make to mat formation porous pavement plate and porous pavement is mated formation
The disclosure of structure is more thorough comprehensive.
In describing the invention, it is to be understood that term " longitudinal direction ", " horizontal ", " on ", D score, "front", "rear",
The orientation or position relationship of the instruction such as "left", "right", " vertical ", " level ", " top ", " bottom ", " interior ", " outward " is based on accompanying drawing institute
The orientation for showing or position relationship, are for only for ease of the description present invention and simplify description, rather than indicate or imply the dress of indication
Put or element must have specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to the present invention limit
System.Additionally, term " first ", " second " etc. are only used for distinguishing description, and it is not intended that indicating or implying relative importance.
In the description of this specification, reference term " one embodiment ", " some embodiments ", " example ", " specifically show
Example ", or the description of " some examples " etc. mean specific features with reference to the embodiment or example description, structure, material or spy
Point is contained at least one embodiment or example of the present invention.In this manual, to the schematic representation of above-mentioned term not
Identical embodiment or example are referred to necessarily.And, the specific features of description, structure, material or feature can be any
One or more embodiments or example in combine in an appropriate manner.
In describing the invention, unless otherwise prescribed and limit, it should be noted that term " installation ", " being connected ",
" connection " should be interpreted broadly, for example, it may be mechanically connected or electrical connection, or the connection of two element internals, can
Being to be joined directly together, it is also possible to be indirectly connected to by intermediary, for the ordinary skill in the art, can basis
Concrete condition understands the concrete meaning of above-mentioned term.
Embodiment
Refering to Fig. 1, the plate 10A the invention provides a kind of porous pavement is mated formation, including permeable finish coat 100 and permeable substrate
Layer 200, the permeable finish coat 100 are arranged on permeable substrate layer 200, and the permeable substrate layer 200 is built-in with reinforcing fiber
Layer 300 and permeable aqueduct 400.
Above-mentioned permeable finish coat 100 and permeable substrate layer 200 can be with integrated connections, such as permeable finish coat and permeable
Substrate layer obtains integrated attachment structure by a molding.Above-mentioned permeable finish coat 100 can also be by securing members such as bolts
On permeable substrate layer 200, easy to disassemble, replacing.For example, specifically, in permeable finish coat 100 and permeable substrate layer
It is corresponding on 200 that multiple pre-buried through holes 500 are set, permeable finish coat 100 is fixed on by permeable substrate by securing members such as bolts
On layer 200.
Preferably, the thickness of the permeable finish coat 100 be 1～20cm, such as 1cm, 5cm, 8cm, 10cm, 12cm,
15cm or 20cm etc..The thickness of the permeable substrate layer 200 be 20～40cm, such as 20cm, 23cm, 25cm, 30cm, 32cm,
35cm or 40cm etc..
Preferably, the permeable finish coat 100 is prefabricated by water-permeable cement concrete, pervious asphalt concrete or permeable rubber
Form, with sufficient intensity, water permeability is good, water stability is good the characteristics of.The permeable finish coat 100 can be with according to reality
Border needs by colorful water-permeable cement concrete, colorful water-permeable bituminous concrete or colorful water-permeable rubber is prefabricated forms.Can lead in addition
Cross in the method such as permeable finish coat surface spraying or pressing mold stamp, road surface decorative pattern is constituted with aesthetic road environment.
Preferably, the permeable finish coat 100 and the permeable substrate layer 200 by water-permeable cement concrete it is prefabricated and
Into.
Water-permeable cement concrete refers to the concrete that voidage is 15～25%, also referred to as non-fine concrete.Permeable cement
, typically in 120～320 Sheng/㎡/min (2～5.3mm/s) scope, highest is more than 700 Sheng/㎡/min for concrete permeable performance
(12mm/s).Water-permeable cement concrete comprcssive strength is 3.5～28MPa, and rupture strength is 1～3.5MPa, and apparent unit weight is
1600～2000kg/m3, drying shrinkage are about 0.002, are the half of normal concrete, and 50%～80% drying shrinkage occurred in ten days.
Water-permeable cement concrete also has frost resistance, wearability and other durability：Such as sulfate resistance, resist chemical etc..
There are following advantages using water-permeable cement concrete：
(1) increase city porous, vapor permeation area, strengthen the heat and exchange of moisture of earth's surface and air, adjust city gas
Wait, reduce surface temperature, be conducive to alleviating city " heat island phenomenon ", improve floor vegetation and soil microorganism growth conditionss and
Adjustment ecological balance.
(2) sleet precipitation is made full use of, increases earth's surface relative humidity, supplement the groundwater resources of city increasingly depleted, sent out
Wave " cistern " function of water penetration roadbed.
(3) burden of rainfall season road drainage system can be mitigated, hence it is evident that reduce pollution of the heavy rain to urban water-body.
(4) noise produced when vehicle is travelled is absorbed, quiet comfortable life and traffic environment is created, the rainy day prevents road surface
Hydrops and reflecting at night.
(5) with good wearability and skid resistance, pedestrian and vehicle slip are effectively prevented, improve vehicle traveling and row
The comfortableness of people and safety.
(6) winter will not form black ice (a layer formed by frost mist almost invisible thin ice, murther) on road surface, carry
High vehicle, the current comfortableness of pedestrian and safety.
(7) urban pollutant dust can be adsorbed in substantial amounts of space, reduce dust pollution.
(8) layout, color can be needed fully to combine with surrounding according to environment and function.
In the embodiment of the present invention, the permeable substrate layer 200 and the permeable finish coat 100 can adopt following masses part
Component make：It is 40～60 parts of coarse aggregate, 10～20 parts of cement, 0.2～0.8 part of water-permeable and water retention cement concrete gellant, broken
10～20 parts of building stones, 10～20 parts of water.Raw material is stirred, while arrange in mould fixing functional part (as strengthened
400), the well-beaten seepy materials of Jing extrude tank mould by helical screw agitator for fibrous layer 300 and permeable aqueduct, then Jing machineries shake
Floating process is moved, molding is conserved.By molding permeable substrate layer 200 and molding permeable finish coat 100 combination obtain it is permeable
The porosity of paving plate 10A is 11～17%, comprcssive strength >=30.0Mpa, flexural tensile strength >=3.0Mpa.
Above-mentioned coarse aggregate is 6～18mm of particle diameter, or solid cubic content rate<50% aggregate.The coarse aggregate can be enumerated as sandstone
Or calcite, can also be enumerated as the salvage materials such as pulverized coal dregs, useless tile, pottery piece, queen closer.Cement should be not low using strength grade
In 42.5 grades of portland cement or Portland cement, quality should meet existing national standards《Common portland cement》
(GB175)., using hard, durable, the clean metaling of quality, particle diameter is in 2.4～13.2mm, the performance indications of rubble for metaling
Should meet《Cobble for building, rubble》(GB/T14685) two grades of requirements in.Pervious concrete mixing water should meet in addition
《Concrete mixing water》(JGJ63) regulation.
It is to be appreciated that can be according to practical situation and needs, meeting in permeable 100 surface spraying of finish coat of molding
The special plastic grains coating of plastic cement race track technical requirements.Certainly, the component of permeable substrate layer 200 and permeable finish coat 100 is matched somebody with somebody
Can also be mixed from the different permeable cement of strength grade and coefficient of permeability according to the design load of porous pavement and function than design
It is prepared by solidifying soil.
It is above-mentioned, by 200 built-in grid cloth 300 of permeable substrate layer, for strengthening the intensity of permeable substrate layer 200, entering
And strengthen porous pavement and mat formation the intensity of plate 10.
Preferably, the reinforcing fiber layer 300 is fiberglass gridding cloth, carbon fiber layer, steel fibre layer, PP short fiber layers
Or PVA short fiber layers.
Above-mentioned reinforcing fiber layer 300 is conducive to strengthening porous pavement and mats formation the intensity of plate, cracking resistance toughness reinforcing performance, corrosion resistance
Energy and endurance quality etc..Preferably, in the embodiment of the present invention, the reinforcing fiber layer 300 can be enumerated as fiberglass gridding cloth,
Carbon fiber layer, steel fibre layer, PP (polypropylene) short fiber layers or PVA (polyvinyl alcohol) short fiber layers.But, the embodiment of the present invention
The composition of reinforcing fiber layer is not intended to limit, the reinforcing fiber layer 300 can also be enumerated as boron fibre, whisker, asbestos fibre, polyester
Fiber or other metallic fibers etc..
The effect of above-mentioned permeable aqueduct 400 is directional collecting rainwater.According to road design and it is actually needed, it is described permeable
Aqueduct 400 can lead to permeable road kerb with side, it is also possible to linking-up road drain pipe system.
Preferably, the permeable aqueduct 400 is netted permeable aqueduct.The material of the permeable aqueduct 400 can be arranged
Lift as high density polyethylene (HDPE) or polrvinyl chloride etc..
Wherein, high density polyethylene (HDPE) (High Density Polyethylene, referred to as " HDPE "), is a kind of crystallization
High, the nonpolar thermoplastic resin of degree.High density polyethylene (HDPE) is nontoxic, tasteless, odorless white particle, about 130 DEG C of fusing point,
Relative density is 0.941～0.960, and degree of crystallinity is 80%～90%, and softening point is 125～135 DEG C, using temperature up to 100
℃.It has good thermostability and tolerance to cold, and chemical stability is good, and also with higher rigidity and toughness, mechanical strength is good；
Dielectric properties, environmental stress crack resistance, wearability, electrical insulating property, toughness and tolerance to cold are preferable.
Preferably, 200 both sides of permeable substrate layer arrange fluted 210.
Present invention also offers a kind of porous pavement paving structure 1, including the porous pavement paving set gradually under upper
Dress flaggy 10, permeable interlayer 20, sandy soil layer 30 and base course 40；Porous pavement flaggy 10 of mating formation is included by some permeable roads
Face mat formation plate 10A it is smooth mat formation form；The porous pavement plate 10A that mats formation includes permeable finish coat 100 and permeable substrate layer
200, the permeable finish coat 100 is arranged on permeable substrate layer 200, and the permeable substrate layer 200 is built-in with reinforcing fiber layer
300 and permeable aqueduct 400；The adjacent porous pavement is mated formation and buffer component 50 is provided between plate 10A.
It is understood that when there are hydrops on road surface, water can from porous pavement mat formation plate 10A permeable finish coat 100 it is past
Lower infiltration permeable substrate layer 200, a part of hydrops penetrate into sandy soil layer through permeable interlayer 20 from permeable substrate layer 200 again, another
Part hydrops can be focused on to road drainage guard system by the stream of permeable aqueduct 400；When the hydrops of sandy soil layer 30 penetrate into
Base course 40, if base course 40 is permeable base course, hydrops continue to ooze to soil and are absorbed by plants or become subsoil water.
It is to be appreciated that the base course 40 is base course commonly used in the art, according to road pavement practical situation and
Needs can be permeable base course, semi-transparent water route basic unit or waterproof base course.The sandy soil layer 30 is Self-leveling silt, is easy to
It is levelling.
Above-mentioned permeable interlayer 20 can be enumerated as permeable non-woven fabrics, can also be enumerated as grid cloth etc., for by sandy soil layer 30 with
Porous pavement flaggy 10 of mating formation separates, and prevents sandy soil to be redirected back into porous pavement and mats formation flaggy 10, makes porous pavement mat formation flaggy
10 obtain hole is blocked.
The material of above-mentioned buffer component 50 can be enumerated as rubber or silica gel, can also be enumerated as other with preferably elastic and strong
The high molecular polymer material of degree.The buffer component 50 be used for install porous pavement mat formation flaggy 10 when from cushioning effect, prevent
Only adjacent porous pavement plate 10A directly contact damaged in collision porous pavements of mating formation are mated formation plate 10A.
Preferably, 200 both sides of permeable substrate layer arrange fluted 210；50 both sides of the buffer component be provided with
210 corresponding projection 51 of groove.Install porous pavement mat formation flaggy 10 when, by the projection 51 of 50 both sides of buffer component is inserted
Adjacent porous pavement is mated formation in the corresponding grooves of plate 10A 210.
Present invention also offers a kind of method for paving of porous pavement, comprises the following steps：In the case where road surface is completed pipeline and
After base course 40 and shoulder work, the aqueous solution sandy soil that mating formation on base course 40 has Self-leveling effect treat that moisture content has permeated
Smooth sandy soil layer is formed, then mat formation on sandy soil layer 30 permeable interlayer 20, then porous pavement of mating formation on permeable interlayer 20
Mat formation flaggy 10, the adjacent porous pavement is mated formation and buffer component 50 is filled between plate 10A, completes to mat formation.
In sum, compared with prior art, porous pavement of the invention is mated formation the having of plate and porous pavement paving structure
Beneficial effect is：
1st, porous pavement of the invention is mated formation plate simple structure, and physical size can be adjusted according to design requirement, and Jing factories are pre-
Type is made, quality can be guaranteed；By reinforcing fiber layer is arranged in the substrate layer, be conducive to strengthening porous pavement and mat formation plate
Intensity, cracking resistance toughness reinforcing performance, corrosion resistance and endurance quality etc.；Be conducive to by permeable aqueduct is arranged in substrate layer
The Collection utilization of rainwater.And in the porous pavement paving structure of the present invention, prefabricated porous pavement is mated formation plate directly should
For road pavement, main equipment investment is reduced, scene is mated formation convenient and simple, and construction climate condition affects little, can be significantly
Improve efficiency of construction and reduce the duration, shorten blocked for road construction time；Avoid live artificial dispensing stirring generation simultaneously to raise
Dirt causes surrounding enviroment to pollute.
2nd, further, porous pavement of the invention mat formation the permeable finish coat of plate can be according to design requirement, from not
Same seepy material；In addition can by the method such as permeable finish coat surface spraying or pressing mold stamp, constitute road surface decorative pattern with
Aesthetic road environment.
Although above more used the term for representing structure, such as " permeable finish coat ", " permeable substrate layer ", " permeable
Aqueduct " etc., but it is not precluded from the probability using other terms.Using these terms just for the sake of more easily description and
Explain the essence of the present invention；It is all contrary with spirit of the invention to be construed as any additional restriction.
The above, the only specific embodiment of the present invention, but protection scope of the present invention is not limited thereto, any
Those familiar with the art the invention discloses technical scope in, change or replacement can be readily occurred in, should all be contained
Cover within protection scope of the present invention.
Claims (10)
1. a kind of porous pavement is mated formation plate, it is characterised in that：Including permeable finish coat and permeable substrate layer, the permeable finish coat
On permeable substrate layer, the substrate layer is built-in with reinforcing fiber layer and permeable aqueduct.
2. porous pavement according to claim 1 is mated formation plate, it is characterised in that：The permeable substrate layer both sides are provided with recessed
Groove.
3. porous pavement according to claim 1 is mated formation plate, it is characterised in that：The reinforcing fiber layer is glass fiber mesh
Ge Bu, carbon fiber layer, steel fibre layer, PP short fiber layers or PVA short fiber layers.
4. porous pavement according to claim 1 is mated formation plate, it is characterised in that：The permeable aqueduct permeable is led for netted
Water pipe.
5. porous pavement according to claim 1 is mated formation plate, it is characterised in that：The permeable finish coat is mixed by permeable cement
Solidifying soil, pervious asphalt concrete or permeable rubber is prefabricated forms.
6. porous pavement according to claim 1 is mated formation plate, it is characterised in that：The permeable substrate layer is mixed by permeable cement
Solidifying soil is prefabricated to be formed.
7. porous pavement according to claim 1 is mated formation plate, it is characterised in that：The thickness of the permeable finish coat be 1～
20cm；The thickness of the permeable substrate layer is 20～40cm.
8. a kind of porous pavement paving structure, it is characterised in that：Including the porous pavement set gradually under upper mat formation flaggy,
Permeable interlayer, sandy soil layer and base course；Porous pavement flaggy of mating formation includes being mated formation that plate is smooth to mat formation by some porous pavements
Form；Porous pavement plate of mating formation includes permeable finish coat and permeable substrate layer, and the permeable finish coat is arranged on permeable base
On flaggy, the permeable substrate layer is built-in with reinforcing fiber layer and permeable aqueduct.
9. porous pavement paving structure according to claim 8, it is characterised in that：The adjacent porous pavement mat formation plate it
Between be provided with buffer component.
10. porous pavement paving structure according to claim 9, it is characterised in that：The permeable substrate layer both sides are arranged
It is fluted；The buffer component both sides are provided with projection corresponding with the groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710046081.2A CN106555372A (en) | 2017-01-22 | 2017-01-22 | A kind of porous pavement is mated formation plate and porous pavement paving structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710046081.2A CN106555372A (en) | 2017-01-22 | 2017-01-22 | A kind of porous pavement is mated formation plate and porous pavement paving structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106555372A true CN106555372A (en) | 2017-04-05 |
Family
ID=58445608
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710046081.2A Pending CN106555372A (en) | 2017-01-22 | 2017-01-22 | A kind of porous pavement is mated formation plate and porous pavement paving structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106555372A (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107032687A (en) * | 2017-05-27 | 2017-08-11 | 绍兴职业技术学院 | One kind produces sponge city high-elastic mould pervious environment protection mortar and preparation method thereof using building waste |
| CN107245922A (en) * | 2017-06-22 | 2017-10-13 | 武汉盛大长青建材有限公司 | Elastic water-permeable brick of a kind of double-decker and preparation method thereof |
| CN108330773A (en) * | 2017-12-08 | 2018-07-27 | 王建中 | A kind of plastic cement race track |
| CN108486977A (en) * | 2018-04-04 | 2018-09-04 | 长安大学 | A kind of tunnel cement concrete pavement structure |
| CN109750584A (en) * | 2019-01-23 | 2019-05-14 | 河南省第二公路工程有限公司 | Drainage asphalt stabilized macadam base paver special tool and construction technology |
| CN110510996A (en) * | 2019-09-24 | 2019-11-29 | 中电建路桥集团有限公司 | A kind of high water-permeable brick of ceramic base and high porous pavement system and method |
| CN111424488A (en) * | 2020-04-27 | 2020-07-17 | 扬州富铭新材料有限公司 | Floor tile with water absorption and corrosion prevention effects |
| CN112343241A (en) * | 2020-10-27 | 2021-02-09 | 湖南科技学院 | Mixed fiber regeneration water permeable brick and preparation method thereof |
| CN113174804A (en) * | 2021-04-15 | 2021-07-27 | 浙江德正建设有限公司 | Sponge type road paving structure |
| CN113981764A (en) * | 2021-10-28 | 2022-01-28 | 福建省兴岩建设集团有限公司 | Construction method of pervious concrete pavement engineering |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1584209A (en) * | 2003-08-18 | 2005-02-23 | 上海市市政工程研究院 | Block pavement constructing method |
| CN200981968Y (en) * | 2006-12-18 | 2007-11-28 | 北京市市政工程设计研究总院 | Water permeability footway |
| CN201722578U (en) * | 2010-03-25 | 2011-01-26 | 马银华 | Pavement structure provided with water-permeable filter layer on roadbed |
| CN102086673A (en) * | 2010-11-15 | 2011-06-08 | 易科美德（天津）环保建材有限公司 | High-strength rock-like low carbon substrate and preparation method thereof |
| CN102535293A (en) * | 2012-03-08 | 2012-07-04 | 招商局重庆交通科研设计院有限公司 | Novel water drainage type road surface structure of expressway emergency stopping lane |
| CN202401369U (en) * | 2011-11-24 | 2012-08-29 | 北京仁创科技集团有限公司 | Permeable brick |
| CN202718022U (en) * | 2012-06-14 | 2013-02-06 | 长安大学 | Fabricated type prestressed concrete pavement |
-
2017
- 2017-01-22 CN CN201710046081.2A patent/CN106555372A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1584209A (en) * | 2003-08-18 | 2005-02-23 | 上海市市政工程研究院 | Block pavement constructing method |
| CN200981968Y (en) * | 2006-12-18 | 2007-11-28 | 北京市市政工程设计研究总院 | Water permeability footway |
| CN201722578U (en) * | 2010-03-25 | 2011-01-26 | 马银华 | Pavement structure provided with water-permeable filter layer on roadbed |
| CN102086673A (en) * | 2010-11-15 | 2011-06-08 | 易科美德（天津）环保建材有限公司 | High-strength rock-like low carbon substrate and preparation method thereof |
| CN202401369U (en) * | 2011-11-24 | 2012-08-29 | 北京仁创科技集团有限公司 | Permeable brick |
| CN102535293A (en) * | 2012-03-08 | 2012-07-04 | 招商局重庆交通科研设计院有限公司 | Novel water drainage type road surface structure of expressway emergency stopping lane |
| CN202718022U (en) * | 2012-06-14 | 2013-02-06 | 长安大学 | Fabricated type prestressed concrete pavement |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107032687A (en) * | 2017-05-27 | 2017-08-11 | 绍兴职业技术学院 | One kind produces sponge city high-elastic mould pervious environment protection mortar and preparation method thereof using building waste |
| CN107032687B (en) * | 2017-05-27 | 2020-01-07 | 绍兴职业技术学院 | High-elastic-die water-permeable environment-friendly mortar for sponge city produced by using construction waste and preparation method thereof |
| CN107245922A (en) * | 2017-06-22 | 2017-10-13 | 武汉盛大长青建材有限公司 | Elastic water-permeable brick of a kind of double-decker and preparation method thereof |
| CN110080060A (en) * | 2017-06-22 | 2019-08-02 | 武汉来道建材科技有限公司 | A kind of double-layer structure elasticity water-permeable brick |
| CN108330773A (en) * | 2017-12-08 | 2018-07-27 | 王建中 | A kind of plastic cement race track |
| CN108486977A (en) * | 2018-04-04 | 2018-09-04 | 长安大学 | A kind of tunnel cement concrete pavement structure |
| CN109750584B (en) * | 2019-01-23 | 2023-08-15 | 河南省第二公路工程有限公司 | Paving machine special for drainage asphalt stabilized macadam base and construction process |
| CN109750584A (en) * | 2019-01-23 | 2019-05-14 | 河南省第二公路工程有限公司 | Drainage asphalt stabilized macadam base paver special tool and construction technology |
| CN110510996A (en) * | 2019-09-24 | 2019-11-29 | 中电建路桥集团有限公司 | A kind of high water-permeable brick of ceramic base and high porous pavement system and method |
| CN111424488A (en) * | 2020-04-27 | 2020-07-17 | 扬州富铭新材料有限公司 | Floor tile with water absorption and corrosion prevention effects |
| CN112343241A (en) * | 2020-10-27 | 2021-02-09 | 湖南科技学院 | Mixed fiber regeneration water permeable brick and preparation method thereof |
| CN113174804A (en) * | 2021-04-15 | 2021-07-27 | 浙江德正建设有限公司 | Sponge type road paving structure |
| CN113981764A (en) * | 2021-10-28 | 2022-01-28 | 福建省兴岩建设集团有限公司 | Construction method of pervious concrete pavement engineering |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106555372A (en) | A kind of porous pavement is mated formation plate and porous pavement paving structure | |
| CN106381794A (en) | Multifunctional curb system | |
| CN111255011A (en) | Sponge urban drainage and seepage structure, rainwater collection and utilization system and working method thereof | |
| CN101718069A (en) | Permeable pavement structure | |
| CN110130466A (en) | Sponge urban ecology town road | |
| CN206902493U (en) | A kind of undisguised material permeable concrete ground structure | |
| CN107386054A (en) | A kind of urban road filtration, purification and collection drainage systems | |
| CN207314476U (en) | System of regulating and storing with dmp filter purification and collecting function | |
| CN207062672U (en) | A kind of permeable pavement structure | |
| CN207032427U (en) | A kind of Rainwater collection system suitable for old cell | |
| CN104695298A (en) | Complete permeable compound type road surface structure | |
| CN206521660U (en) | A kind of porous pavement is mated formation plate and porous pavement paving structure | |
| CN107761504A (en) | Porous pavement with pervious concrete post | |
| CN207633496U (en) | A kind of super large square sponge city Integral rain recycling system | |
| CN206385425U (en) | A kind of ecological permeable road surface | |
| CN206052490U (en) | It is a kind of suitable for footpath, the rainwater regulating pondage system of bicycle lane | |
| CN105803888B (en) | A kind of sponge-type road pavement structure | |
| CN104594155A (en) | Permeable pavement laying method | |
| CN209759944U (en) | Drainage road surface structure combination | |
| CN202787015U (en) | Landscape ecology framework | |
| CN205295868U (en) | Combination concrete road surface | |
| CN212560997U (en) | Anti type road structure that splits permeates water | |
| CN204589747U (en) | A kind of water permeability composite pavement structure completely | |
| CN107503264A (en) | It is a kind of that there is purification air, the rainwater-collecting ecological permeable road surface of anti-freeze expansion function | |
| CN107354989A (en) | A kind of Rainwater collection system suitable for old cell |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170405 |