Specific embodiment
Specific embodiment of the present utility model is described in detail below in conjunction with accompanying drawing.It should be appreciated that herein
Described specific embodiment is merely to illustrate and explains this utility model, is not limited to this utility model.
As shown in Figures 1 to 8, this utility model provides a kind of road paving structure, for being laid on water-permeable brick 40, institute
Stating road paving structure includes the plastic pallet 30 with multiple permeable holes 31 and is formed in saturating on the plastic pallet 30
The shape of water coagulation soil layer 20, pervious concrete layer 20 and plastic pallet 30 is adapted, plastic pallet 30 have it is multiple to
Lower buckle 32 of the vertically extension in strip and multiple confession instruments stretch into the removal hole 33 for stirring buckle 32, and buckle 32 is arranged at plastics
The lower surface of loading plate 30 and adjacent with removal hole 33, pervious concrete layer 20 has via 21 corresponding with removal hole 33, often
The side of individual buckle 32 is convexly equipped with dop 321, and the side of water-permeable brick 40 is provided with and is available for dop 321 to block fixed fixture block 41.
In road paving structure of the present utility model, pervious concrete layer 20 is by will be containing the first aggregate and first
What the mixture of binding agent solidify to form, and the first binding agent contains hydrophilic agglomerant.The porous of pervious concrete layer 20 and
Permeable hole is little, not only with water permeability, additionally it is possible to play a role in filtering, and prevents granule larger on road from entering wherein.
Plastic pallet 30 plays a part of to carry pervious concrete layer 20 as the skeleton of road paving structure.
Specifically, the method for formation road paving structure of the present utility model can be:Pervious concrete layer 20 will be formed
Each material mixing it is uniform, obtain mixture, and add this mixture in the mould of pervious concrete layer 20, this into
Plastic pallet 30 is pre-placed in pattern tool, has then been cured to form in cured condition tight with plastic pallet 30
The close pervious concrete layer 20 being combined together.
Road paving structure of the present utility model is navigated on water-permeable brick 40 by the cooperation of dop 321 and fixture block 41.
When needing to install fixed, the road paving structure is attached on water-permeable brick 40, pushing makes dop 321 block fixture block 41 i.e.
Can;When needing to pull down, strip instrument, such as screwdriver are used, stretch into from via 21 and removal hole 33 and stir buckle 32 so as to
Generation slight deformation, dop 321 departs from fixture block 41, then removes the road paving structure.
Road paving structure dismounting of the present utility model and installation are all relatively simple quick, when carrying out scale installation, safeguarding,
A large amount of manpowers will not be expended.
The shape and structure of dop 321 can have various, and such as cylindrical body upper end arranges the raised line of evagination and blocks for dop 321
Firmly, or inverted cone etc..In the illustrated embodiment, it is trigonocephaly in the upper end of fixture block 41, overall is in arrow-shaped, trigonocephalic
Upper-end inner diameter reduces, and lower end evagination forms outer, and buckle 32 can block the outer and fix.The fixture block 41 of placed arrow type, not only can
The effect of dop 321 is blocked in realization, and when needing to remove buckle 32, extracting tool front end is stretched into into removal hole 33, is against
The inclined-plane of trigonocephaly upper end slides, and after sliding into extreme position, power is decomposed into horizontal force by triangular ramp, is all applied to card
On button 32, the deformation of buckle 32 is forced to depart from fixture block 41, extracting tool is without the need for complex operations, it is only necessary to vertically push, and simplifies
The operation of unloading process, further saves manpower consumption.
The upper surface of dop 321 is plane, it is ensured that clamping firmly, and under the compressing of instrument, is easily slipped, its
The inclined-plane that lower surface is inserted for ease of the trigonocephaly of fixture block 41, during installation, directly presses, the lower surface of dop 321 and the upper end of fixture block 41
Sliding is close in face, forces buckle 32 to deform, and snaps in fixation.
In road paving structure of the present utility model, the combination of two of multiple buckles 32 is a buckle group, in each card
In button group, the opposite flank of two buckles 32 is provided with dop 321, and the distance of the two opposite flank more than trigonocephaly outer
Width.Two buckles 32 of buckle group are connected to the both sides of fixture block 41 simultaneously, are sandwiched centre, make to connect and fix more firm
Gu.
In the illustrated embodiment, the road paving structure and water-permeable brick are rectangle, under road paving structure
Along the corner of rectangle, uniform ring is arranged with four groups of buckle groups at end, and each buckle group is adjacent to a removal hole 33, i.e., two cards
Button 32 shares a removal hole 33, so only departs from the buckle 32 on the one side in four groups of buckle groups, you can road surface is pulled in inclination
Paving structure is removed, and under the premise of dismounting easily is ensured, can reduce the quantity of removal hole 33.
According to this utility model, in order to the side for ensureing road paving structure flushes with the side of water-permeable brick 40, it is preferable that
The side of water-permeable brick 40 is provided with the groove 42 connected with the upper surface of water-permeable brick 40, and fixture block 41 is formed on groove 42.
In sum, road paving structure of the present utility model is arranged on water-permeable brick 40, and water-permeable brick 40 can be formed
Protection, it is to avoid the direct impact of pedestrian or vehicle to water-permeable brick 40, when road paving structure occur because of life-time service abrasion or
During damage, the road paving structure that can be easily removed and more be renewed, water-permeable brick 40 then due to withstand shocks it is less because
This can be continuing with, and the service life of water-permeable brick 40 is significantly extended in this way.Also, because road paving structure is played
The effect of impurity screening so that as long as water-permeable brick 40 can be permeable, this greatly reduces the requirement (example to permeable brick
Such as, water-permeable brick 40 can be manufactured more than second aggregate and the second binding agent of the first aggregate using particle diameter, or using by
In made by impermeable material, the brick with water stream channel be used as water-permeable brick 40), so as to greatly reduce the system of water-permeable brick
Cause this.
In order to be further ensured that the road paving structure will not be relative to the sliding of water-permeable brick 40, it is preferable that such as Fig. 2 and Tu
Shown in 8, location hole 43 is provided with water-permeable brick 40, locating dowel 34 is formed with plastic pallet 30, the locating dowel 34 is from plastics
The lower surface of loading plate 30 is extended vertically downward and is coupled in location hole 43 with inserting.
In order that pervious concrete layer 20 is bound more closely with plastic pallet 30, as a kind of embodiment, such as Fig. 3
It is shown, be formed with multiple bond posts 35 on plastic pallet 30, the plurality of bond post 35 perpendicular to the plastic pallet 30 upwards
In extending to be embedded into pervious concrete layer 20.
Used as another embodiment, as shown in figure 4, being formed with a plurality of positioning bar 36 on plastic pallet 30, this is a plurality of
Positioning bar 36 protrudes from the upper surface of plastic pallet 30 and is embedded in pervious concrete layer 20.Wherein, a plurality of positioning
Muscle 36 includes being staggered to form a plurality of longitudinal register muscle and located lateral muscle of lattice structure, and multiple permeable holes 31 are located at respectively each
In grid.
In order to increase the roughness of road paving structure upper surface, prevent pedestrian from slipping, the upper table of pervious concrete layer 20
Face is formed with multiple anti-skidding boss 22.In the embodiment shown in Fig. 1, anti-skidding boss 22 is elongated.It is possible at other
In embodiment, anti-skidding boss 22 can also be circle.
In order to prevent dust granule from blocking the permeable hole of pervious concrete layer 20, it is preferable that as shown in Fig. 2 permeable coagulation
Coating of titanium dioxide 10 is coated with soil layer 20.Coating of titanium dioxide 10 can decompose road paving structure surface and hole
Dirt, such as carbon monoxide, nitrogen dioxide, sulphur compound and other oxynitride, purify air prevents hole to be blocked simultaneously
Plug.
This utility model is not particularly limited for the shape of road paving structure, as long as mutually fitting with the shape of water-permeable brick 40
Should.In the illustrated embodiment, water-permeable brick 40 and road paving structure are in cuboid.In other possible embodiment party
In formula, water-permeable brick 40 and road paving structure can be in positive six prismsby shape.
According to this utility model, under preferable case, pervious concrete layer 20 has loose structure.Invention of the present utility model
People has found through lot of experiments, when the bore dia of the loose structure is 0.1-0.5mm, when porosity is 15%-35%,
Ensure that pervious concrete layer 20 has excellent water penetration and good filtering function simultaneously.Wherein, the loose structure
Bore dia and porosity can adopt well known to a person skilled in the art method is measured, it is for instance possible to use electronics
Microscope is measured to bore dia, and porosity is measured using drainage.
In the mixture for forming pervious concrete layer 20, the content of first aggregate and hydrophilic agglomerant can be
Select in larger scope and adjust, for example, on the basis of the first aggregate of 100 weight portions, the hydrophilic agglomerant contains
Amount can be 1-20 weight portions;Under preferable case, on the basis of the first aggregate of 100 weight portions, the hydrophilic agglomerant
Content is 2-15 weight portions.
The hydrophilic agglomerant can be existing various hydrophilic agglomerants, as long as disclosure satisfy that by itself and the first bone
Cured the formed pervious concrete layer 20 of mixture of material granule has excellent water permeable ability, and with some strength
Material, can be used as the requirement of road pavement material.For example, the hydrophilic agglomerant can be selected from hydrophilic epoxy tree
One or more in fat, hydrophilic polyurethane resin and hydrophilic acrylic resin.
According to this utility model, the hydrophilic matrix tablets, hydrophilic polyurethane resin and hydrophilic acrylic resin
Refer to the epoxy resin containing enough hydrophilic group and/or hydrophilic segment, polyurethane resin and acrylic acid tree in molecular structure
Fat, the hydrophilic group can for example be selected from one or more in hydroxyl, carboxyl, sulfonic group and ammonium, the hydrophilic segment
For example can be (- CH2-CH2-O-)n, wherein, n is the integer of 1-10.
It is solid in order to contain in the mixture for improving curing performance, first particles of aggregates and hydrophilic agglomerant
Agent.This utility model is not particularly limited for the species of the firming agent, can be carried out rationally according to hydrophilic agglomerant
Ground is selected.For example, for hydrophilic matrix tablets, the firming agent can be that amine system firming agent and/or anhydride system solidify
Agent.Specifically, the amine system firming agent can be ethylenediamine, trimethylhexamethylenediamine, diethyl triamine, methylol second two
Amine, hydroxyethylethylene diamine, dihydroxy ethyl ethylenediamine, ethoxy diethylenetriamine, dihydroxy ethyl ethylenediamine, ethoxy divinyl three
Amine, dihydroxy ethyl diethylenetriamine, ethoxy hexamethylene diamine, a cyanoethyl ethylenediamine, dicyanoethyl ethylenediamine, dicyanoethyl oneself two
Amine, dicyanodiamine, cyclohexanediamine, Meng's alkane diamidogen, amine ethyl croak piperazine, hexamethylenetetramine, isophorone diamine and diaminourea
One or more in hexamethylene;The anhydride can be methyl tetrahydrophthalic anhydride, methyl hexahydrophthalic anhydride, succinic anhydride
With one or more in adipic anhydride.For hydrophilic polyurethane resin, it is different that the firming agent is preferably selected from toluene two
The trimerization of cyanate (TDI), the addition product, the prepolymer of TDI and hydroxy-containing component and TDI of Trimethoprim (TMP)
Body.Relative to the hydrophilic agglomerant of 100 weight portions, the content of the firming agent can be 1-20 weight portions, preferably
5-18 weight portions.
In order to improve the weatherability of the road paving structure, under preferable case, first binding agent can also contain
Weatherability resinoid bond.Usually, on the basis of the first aggregate of 100 weight portions, the weatherability resinoid bond and parent
The total content of aqueous resinous binders is 1-20 weight portions, preferably 2-10 weight portions;And the weatherability resinoid bond with
The weight ratio of hydrophilic resin binding agent is 0-3: 1.The weatherability resinoid bond can be for example epoxy resin and poly- ammonia
One or more in ester resin.It should be noted that as the epoxy resin and polyurethane of the weatherability resinoid bond
Resin is epoxy resin and polyurethane resin without hydrophilic group and/or hydrophilic segment.
According to this utility model, the epoxy resin can for example be selected from cycloaliphatic epoxy resin, hydrogenated bisphenol A type epoxy
Resin, organic-silicon-modified bisphenol A type epoxy resin, saturation glycidyl ester type epoxy resin, heterocyclic type and mixed type asphalt mixtures modified by epoxy resin
One or more in fat.The polyurethane resin is made up of polyisocyanates and polyhydric alcohol;Wherein, the polyisocyanates example
1 can be such as selected from, hexamethylene-diisocyanate (HDI), isophorone diisocyanate (IPDI), XDI
(XDI), 1,3-Diisocyanatomethylcyclohexane (HTDI), dicyclohexyl methyl hydride diisocyanate (HMDI), the methylene of durol two
Group diisocyanate (TMXDI), 1, hexamethylene-diisocyanate biuret, 1, hexamethylene-diisocyanate trimer, isophorone two
Isocyanate trimer, toluene di-isocyanate(TDI) (TDI) and 1, the mixed trimer or performed polymer of hexamethylene-diisocyanate (HDI)
In one or more;The polyhydric alcohols can such as be selected from PEPA, tetrahydrofuran for the polyether polyol of base, containing hydroxyl
One or more in the acrylic resin of base and the organic siliconresin of hydroxyl.The polyurethane resin can be added with urethane level
Solvent, chain extender and cross-linking agent.This utility model is to the consumption of the urethane level solvent, chain extender and cross-linking agent without especially limit
Fixed, for example, on the basis of the gross weight of the polyurethane resin, the consumption of the urethane level solvent can be 0.1-2 weight %;
The chain extender can be 0.1-2 weight % with total consumption of cross-linking agent.The urethane level solvent is preferably ethyl acetate, acetic acid
One or more in methyl ester, dimethyl succinate, diethyl succinate.The chain extender is preferably alcohols and amine with cross-linking agent
Class chain extender and cross-linking agent, described alcohols and amine chain extender and cross-linking agent for example can be BDO, 1,6- oneself two
Alcohol, trimethylolpropane and 3,3 '-two chloro- 4, one or more in 4 '-diaminourea-diphenyl methane MOCA.The poly- ammonia
Urethane cures catalysts can also be added with ester resin.The urethane cures catalysts are preferably organotin
One or more in system or lead series catalysts;Described organotin series catalysts can be dibutyl tin laurate, octanoic acid
Stannous, stannous iso caprylate;The lead series catalysts can be selected from the one kind or many in epoxyeicosatrienoic acid zinc, lead naphthenate and isooctyl acid lead
Kind.This utility model is not particularly limited to the consumption of the urethane cures catalysts, for example, with the polyurethane tree
On the basis of the gross weight of fat, the consumption of the urethane cures catalysts can be 0.1-2 weight %.
In order to improve the intensity and water permeability of road paving structure, under preferable case, in the pervious concrete layer 20
Hydrophilic inorganic material can also be contained.The hydrophilic inorganic material can be existing various hydrophilic inorganic materials, excellent
In the case of choosing, the hydrophilic inorganic material is selected from one or more in kieselguhr, bentonite and perlite.And with 100 weights
On the basis of first particles of aggregates of amount part, the content of the hydrophilic inorganic material is 1-20 weight portions, preferably 5-15 weight
Part.
In order to strengthen the adhesion strength between the first aggregate, it is preferable that can also contain in the pervious concrete layer 20
The coupling agent of siliceous, titanium or P elements, the quality of the coupling agent can be the 0-10% of the hydrophilic agglomerant quality, excellent
Select 0.5-5%.The coupling agent for example can be VTES, γ-glycidyl ether oxygen propoxypropyl three
One or more in methoxy silane etc..
Under preferable case, weatherability additive is also contained in the pervious concrete layer 20, the weatherability additive is
Light stabilizer and/or antioxidant.The light stabilizer is a kind of light stability auxiliary agent that can improve macromolecular material, and it can shield
Cover ultraviolet or absorb ultraviolet and it is converted into harmless heat energy;Or it is quenched the molecule or group excited by ultraviolet
Excited state so as to be returned to ground state;Or the free radical that capture is produced because of photooxidation, it is to avoid photooxidation reaction goes on,
So that macromolecular material exempts from the destruction of ultraviolet.The antioxidant is used to strengthen the antioxygen of the pervious concrete layer 20
The property changed, it is to avoid the road paving structure is aoxidized due to the effect of oneself factor and environmental factorss, so as to cause road surface to spread
The decline or loss of assembling structure performance.Therefore, add in the pervious concrete layer 20 light stabilizer and/or antioxidant it
Afterwards, the service life of the water-permeable brick can effectively be extended.
This utility model is not particularly limited to the consumption of the light stabilizer and/or antioxidant, for example, the light
Total consumption of stabilizer and antioxidant can be 0.1-5 weight % of first binder content.It should be noted that working as
When containing light stabilizer and antioxidant in the pervious concrete layer 20, total consumption of the light stabilizer and antioxidant refers to
Be light stabilizer and antioxidant consumption sum;When in the pervious concrete layer 20 only containing light stabilizer or antioxidation
During agent, total consumption of the light stabilizer and antioxidant refers to the consumption of light stabilizer or antioxidant.The light is stablized
Agent can for example be selected from benzophenone, salicylic acid esters, benzotriazole, hindered amines, light stabilizer HPT and light stabilizer
Any one or several in EPU;Wherein, the benzophenone light stabilizer for example can for UV-207, UV-9, UV-531,
One or more in UV-A, MA, D49 and light stabilizer -50;The salicylate light stabilizer for example can be stable for light
Agent TBS, light stabilizer BAD etc.;The benzotriazole light stabilizer for example can be UV-P, UV-320, UV-326, UV-
327th, UV-328 and UV-5411 etc.;The hindered amine light stabilizer for example can for light stabilizer 744, light stabilizer 144,
Hindered amine 770, light stabilizer 292 etc..The antioxidant can use antioxidant 1222, AT-76, antioxidant 2246-S, AT-
59th, antioxidant 1035, antioxidant 1098, antioxidant 3125, TPP, TNPP, AT-168, antioxidant 245, GA-80, antioxidant
858th, one or more in antioxidant 1010.
This utility model is not particularly limited to the first particles of aggregates diameter, as long as the road surface paving for enabling to
Assembling structure has excellent intensity and drainability, under preferable case, the average particulate diameter of first particles of aggregates
Can be 0.05-1 millimeters.First particles of aggregates various can be used to be formed with known to those skilled in the art
Water brick and the aggregate with some strength, for example, first aggregate can be quartz sand and/or roughing sand.
According to this utility model, in order that to more aesthetically pleasing road paving structure, under preferable case, first bone
Material granule is the first particles of aggregates of Surface coating chromatic colour resin bed, and the color resin layer is by containing pigment agent and hydrophilic
The colour-wash of resin solidify to form.And relative to the first particles of aggregates of 100 weight portions, the content of the color resin layer can
Think 0.5-3.5 weight portions, preferably 0.8-1.8 weight portions.The weight ratio of the pigment agent and hydrophilic resin can be
0.05-0.5: 1, preferably 0.2-0.3: 1.
This utility model is not particularly limited to the species of the pigment agent, for example can be selected from titanium white, Zinc Oxide, red
One or more in color ferrum oxide, Cinnabaris, ultramarine, cobalt oxide, titan yellow, chrome yellow, white carbon black and phthalocyanine blue.The face of the pigment agent
Color is also not particularly limited, and can be properly selected as needed.
Preferred implementation of the present utility model is described in detail above in association with accompanying drawing, but, this utility model is not limited
Detail in above-mentioned embodiment, in range of the technology design of the present utility model, can be to skill of the present utility model
Art scheme carries out various simple variants, and these simple variants belong to protection domain of the present utility model.
It is further to note that each particular technique feature described in above-mentioned specific embodiment, in not lance
In the case of shield, can be combined by any suitable means, in order to avoid unnecessary repetition, this utility model is to each
Plant possible compound mode no longer separately to illustrate.
Additionally, combination in any can also be carried out between a variety of embodiments of the present utility model, as long as it is not disobeyed
Thought of the present utility model is carried on the back, it should equally be considered as content disclosed in the utility model.