CN204825553U - Colored resin cling compound road surface - Google Patents
Colored resin cling compound road surface Download PDFInfo
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- CN204825553U CN204825553U CN201520538131.5U CN201520538131U CN204825553U CN 204825553 U CN204825553 U CN 204825553U CN 201520538131 U CN201520538131 U CN 201520538131U CN 204825553 U CN204825553 U CN 204825553U
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Abstract
The utility model provides a colored resin cling compound road surface. This road surface lays resin cling compound layer to obtain on the basis on basic road surface, this cling compound layer includes resin B layer from bottom to top, gather materials layer and resin C layer, the utility model discloses road surface colour kind is abundant, the colour fastness is relatively stable, the price is cheap relatively and anti -skid is showing, (2 ) the utility model provides a construction method can obtain even stable colored cling compound top layer, and its cling compound value can reach more than the 80BPN, and effective control surface gathered water infiltration to road surface lower floor prevents that the road surface from taking place the damage by water evil, and construction total time is no longer than 5h.
Description
Technical field
The utility model relates to Concrete Pavement Reconstruction technical field, is specifically related to a kind of resin skid resistance pavement and construction method thereof.
Background technology
In the last few years, many Colorful Asphalt Pavements appeared on domestic road, and the effect beautifying and improve pavement state is not only played on such road surface, and had the effect of warning human pilot, thus ensure that the safety of driving and pedestrian.Domestic from 2004, Colorful Asphalt Pavement starts to use gradually on road, in May, 2004, and Hubei Province's Article 1 Colorful Asphalt Pavement is formally completed in Wuchang and is open to traffic.Colored highway between these red, blue, green three form and aspect is about 1.5 kilometers from Zhuo Daoquan North Road to Chu Yuan mansion, and the use of Colorful Asphalt Pavement both can beautifying city road, can remove again the visual fatigue of driver.
But, cement pavement and flexible pavement overlay Colorful Asphalt Pavement and can run into a lot of technical problem.First, the design thickness of color asphalt concrete is generally about 2 ~ 5cm, and being added to be layered on cement pavement can increase grade elevation undoubtedly; Secondly color asphalt concrete only leans on the very little sticking layer oil of a layer thickness with the bonding on original road surface usually, the bonding between the two to be easy to destroy by external environment, and then color asphalt concrete will destroy thereupon; Bituminous concrete overlays color asphalt concrete, first will carry out milling to old asphalt pavement, will destroy if deal with original road surface improperly, and take time and effort.
Utility model content
For solving above-mentioned shortcoming and defect existing for prior art, the utility model object is to provide that a kind of working procedure is simple, color category abundant, color fastness is relatively stable, price is relatively cheap and the significant color resin skid resistance pavement of anti-skidding effect.
Another object of the present utility model is to provide the construction method of above-mentioned color resin skid resistance pavement.
The purpose of this utility model is realized by following technical scheme: a kind of color resin skid resistance pavement, be provided with resin antiskid layer on cement road surface layer upper berth, described resin antiskid layer is followed successively by from bottom to top: viscosity is 500 ~ 3000cps, and proportion is 0.90 ~ 1.60g/cm
3epoxy resin or the Resin A layer made of acrylic resin; Viscosity is 1000 ~ 7000cps, and proportion is 0.90 ~ 1.60g/cm
3epoxy resin or the resin B layer made of acrylic resin; The high strength aggregate lift of particle diameter 0.5 ~ 10.0mm; Viscosity is 100 ~ 1000cps, and proportion is 0.80 ~ 1.50g/cm
3epoxy resin or the resin C layer made of acrylic resin.
A kind of color resin skid resistance pavement, be on blacktop, be equipped with resin antiskid layer, described resin antiskid layer is followed successively by from bottom to top: viscosity is 1000 ~ 7000cps, and proportion is 0.90 ~ 1.60g/cm
3epoxy resin or the resin B layer made of acrylic resin; The high strength aggregate lift of particle diameter 0.5 ~ 10.0mm; Viscosity is 100 ~ 1000cps, and proportion is 0.80 ~ 1.50g/cm
3epoxy resin or the resin C layer made of acrylic resin.
Described resin antiskid layer flood thickness is 1 ~ 10mm, and construction thickness is 1 ~ 8mm at lug boss, and recess is 0.5 ~ 2.5mm.
A construction method for above-mentioned color resin skid resistance pavement, specifically comprises the following steps:
(1) before construction, resin B, resin C are stirred with curing compound strong mixer respectively;
(2) basic road surface is cleaned out, the resin B of spraying a layer thickness 0.5 ~ 5mm;
(3) then scatter gathering materials of particle diameter 0.5 ~ 10.0mm, after resin B layer surface drying, roll 1 ~ 2 time, after resin B layer solidifies completely, sweep off unnecessary gathering materials;
(4) the resin C of last coating thickness 0.1 ~ 0.4mm, after it solidifies completely, road surface can use.
In said method, according to different basic surface conditions, before spraying resin B, can the first Resin A of coating thickness 0.1 ~ 0.3mm on basic road surface, described Resin A stirred with curing compound strong mixer before construction.
Resin spray described in the utility model needs special automatic gauge mixed spraying equipment.The removable high pressure airless spray equipment of U.S. Graco GH200 type is used in the utility model.
The utility model hinge structure has following beneficial effect:
(1) the utility model road surface color category is abundant, color fastness is relatively stable, price is relatively cheap and anti-skidding effect is remarkable;
(2) construction method that the utility model provides can obtain uniform and stable color antiskid top layer, and its antiskid value can reach more than 80BPN, and effective Dominating paths area is seeped into base course under water, and prevent road surface from Moisture Damage occurring, construction is no more than 5h total time;
(3) life-span of color antiskid road crust that the utility model relates to can reach more than 5 years;
(4) working procedure is simple, and need personnel less, equipment needed thereby quantity is little, and its volume and energy consumption are also less;
(5) required raw material are many, and price is relatively cheap.
Accompanying drawing explanation
The structural representation that Fig. 1 is basic road surface when being flexible pavement;
The structural representation that Fig. 2 is basic road surface when being cement pavement;
Wherein 1 is Resin A layer, and 2 is resin B layers, and 3 is resin C layers, and 4 is aggregate lift, and 5 is flexible pavements, and 6 is cement pavements.
Detailed description of the invention
Below enumerate some specific embodiments of application of the present utility model, to help understanding the utility model further.But the embodiment of application of the present utility model is not limited in this.
The structural representation on the utility model road surface as shown in Figure 1, illustrates the situation that basic road surface is flexible pavement or cement pavement.
When basic road surface is cement pavement, the utility model color resin skid resistance pavement from bottom to top by cement pavement, Resin A layer 1, resin B layer 2, gather materials 4 and face coat-resin C layer 3 form.
When basic road surface is flexible pavement, the utility model color resin skid resistance pavement is made up of flexible pavement, resin B layer 2, aggregate lift 4 and face coat-resin C layer 3 from bottom to top.
The embodiment of building the utility model color resin skid resistance pavement with different basic pavement constructions is provided below.
Resin spray of the present utility model uses the removable high pressure airless spray equipment of U.S. Graco GH200 type.
Embodiment 1
The flexible pavement antiskid value of Guangdong city ring freeway K18 km only has about 35BPN, and infiltration coefficient is more than 200ml/min; Construct according to the following steps:
(1) before construction, black resin B, black resin C are stirred with curing compound strong mixer respectively;
Resin B is aliphatic 2325 type epoxy resin, and viscosity is 7000cps, proportion 1.60g/cm
3; Its curing compound is alicyclic polyamine class 2325 type curing compound, viscosity 100cps, proportion 0.80g/cm
3.
Resin C is aliphatic 2327 type epoxy resin, and viscosity is 1000cps, proportion 1.50g/cm
3; Its curing compound is aromatic amine class 2327 type curing compound, and viscosity is 100cps, proportion 0.80g/cm
3.
Aggregate size is 9.0mm, and surface drying density is 2.35g/cm
3, water absorption rate is less than 2%.
(2) basic road surface is cleaned out, the resin B of spraying a layer thickness 5mm;
(3) then scatter gathering materials of particle diameter 9.0mm, after resin B layer surface drying, roll 1 ~ 2 time, after resin B layer solidifies completely, sweep off unnecessary gathering materials;
(4) the black resin C of last coating thickness 0.1mm, after it solidifies completely, road surface can use.
The thickness of rear whole black resin Friction Surface of having constructed is about 10mm, and after overlaying Friction Surface, its antiskid value reaches 80BPN, and infiltration coefficient is reduced to 0.
Embodiment 2
The Guangdong university descending section gradient is comparatively large, and slipperiness on roads phenomenon is obvious, repeatedly traffic accident occurs;
Construct according to the following steps:
(1) before construction, Resin A, grey resin B, grey chromoresin C are stirred with curing compound strong mixer respectively;
Wherein Resin A is bisphenol A-type 2311 type epoxy resin, viscosity 1500cps, proportion 0.90g/cm
3; Its curing compound is 2311 type curing compound, viscosity 100cps, proportion 0.96g/cm
3.
Resin B is aliphatic 2325 type epoxy resin, and viscosity is 1000cps, proportion 0.90g/cm
3; Its curing compound is 2325 type curing compound, viscosity 1000cps, proportion 1.60g/cm
3.
Resin C is aliphatic 2327 type epoxy resin, and viscosity is 100cps, proportion 0.80g/cm
3; Its curing compound is 2327 type curing compound, and viscosity is 500cps, proportion 1.50g/cm
3.
Aggregate size is 0.8mm, and surface drying density is 2.25g/cm
3, water absorption rate is less than 2%.
(2) basic road surface is cleaned out, the Resin A of spraying a layer thickness 0.1mm;
(3) resin B of a layer thickness 0.3mm is sprayed;
(4) then scatter gathering materials of particle diameter 0.5mm, after resin B layer surface drying, roll 1 ~ 2 time, after resin B layer solidifies completely, sweep off unnecessary gathering materials;
(5) the black resin C of last coating thickness 0.2mm, after it solidifies completely, road surface can use.
The thickness of rear whole grey chromoresin Friction Surface of having constructed is about 1mm, and after overlaying Friction Surface, antiskid value reaches 75BPN, and warning function is obvious, and traffic accident seldom occurs, and vehicle all can not skid in rainy day situation.
Embodiment 3
In order to not increase grade elevation and reduction of erection time, the cement pavement and flexible pavement of Jiangsu urban road adopt red resin Friction Surface.
Construct according to the following steps:
(1) before construction, Resin A, red resin B, red resin C are stirred with curing compound strong mixer respectively;
Wherein Resin A is bisphenol A-type 2311 type epoxy resin, viscosity 2000cps, proportion 1.15g/cm
3; Its curing compound is 2311 type curing compound, viscosity 400cps, proportion 1.15g/cm
3.
Resin B is 2325 type epoxy resin, and viscosity is 2700cps, proportion 1.25g/cm
3; Its curing compound is 2325 type curing compound, viscosity 350cps, proportion 1.13g/cm
3.
Resin C is 2327 type epoxy resin, and viscosity is 350cps, proportion 1.18g/cm
3; Its curing compound is 2327 type curing compound, and viscosity is 350cps, proportion 0.99g/cm
3.
Aggregate size is 2.0mm, and surface drying density is 2.45g/cm
3, water absorption rate is less than 2%.
(2) basic road surface is cleaned out, the Resin A of spraying a layer thickness 0.2mm;
(3) resin B of a layer thickness 1.2mm is sprayed;
(4) then scatter gathering materials of particle diameter 2.0mm, after resin B layer surface drying, roll 1 ~ 2 time, after resin B layer solidifies completely, sweep off unnecessary gathering materials;
(5) the black resin C of last coating thickness 0.3mm, after it solidifies completely, road surface can use.
The thickness of rear whole red resin Friction Surface of having constructed is about 4mm, overlays Friction Surface way of escape facial vision and alarming effect is good, and antiskid value reaches 75BPN.
Embodiment 4
Tunnel exit descending section, the Guangdong gradient is comparatively large, and slipperiness on roads phenomenon is obvious, repeatedly traffic accident occurs;
Construct according to the following steps:
(1) before construction, Resin A, black resin B, black resin C are stirred with curing compound strong mixer respectively;
Wherein Resin A is Weathering-resisting acrylic-resin, viscosity 2100cps, proportion 1.23g/cm
3; Its curing compound is 1 type acrylic resin curing compound, viscosity 350cps, proportion 0.96g/cm
3.
Resin B is 2 type acrylic resins, and viscosity is 2400cps, proportion 1.37g/cm
3; Its curing compound is 2 type acrylic resin curing compound, viscosity 310cps, proportion 1.10g/cm
3.
Resin C is aliphatic 2 type acrylic resin, and viscosity is 150cps, proportion 1.04g/cm
3; Its curing compound is 2 type acrylic resin curing compound, and viscosity is 110cps, proportion 0.98g/cm
3.
Aggregate size is 0.8mm, and surface drying density is 2.25g/cm
3, water absorption rate is less than 2%.
(2) basic road surface is cleaned out, the Resin A of spraying a layer thickness 0.3mm;
(3) resin B of a layer thickness 3mm is sprayed;
(4) then scatter gathering materials of particle diameter 4.8mm, after resin B layer surface drying, roll 1 ~ 2 time, after resin B layer solidifies completely, sweep off unnecessary gathering materials;
The thickness of rear whole black resin Friction Surface of having constructed is about 5mm, and after overlaying Friction Surface, antiskid value reaches 85BPN, and warning function is obvious, and traffic accident seldom occurs, and vehicle all can not skid in rainy day situation.
Embodiment 5
Guangdong city intersection needs to link together with red cycleway, and requires not change grade elevation, duration 2 days.Construct according to the following steps after deliberation:
(1) before construction, red resin B, red resin C are stirred with curing compound strong mixer respectively;
Resin B is aliphatic 2 type acrylic resin, and viscosity is 3500cps, proportion 1.35g/cm
3; Its curing compound is 2 type acrylic resin curing compound, viscosity 350cps, proportion 1.03g/cm
3.
Resin C is 3 type acrylic resins, and viscosity is 450cps, proportion 1.21g/cm
3; Its curing compound is 2 type acrylic resin curing compound, and viscosity is 200cps, proportion 1.05g/cm
3.
Aggregate size is 2.0mm, and surface drying density is 2.35g/cm
3, water absorption rate is less than 2%.
(2) basic road surface is cleaned out, the resin B of spraying a layer thickness 1.3mm;
(3) then scatter gathering materials of particle diameter 2.0mm, after resin B layer surface drying, roll 1 ~ 2 time, after resin B layer solidifies completely, sweep off unnecessary gathering materials;
(4) the red resin C of last coating thickness 0.1mm, after it solidifies completely, road surface can use.
The thickness of rear whole red resin Friction Surface of having constructed is about 3.8mm, links together swimmingly with cycleway perfection.After overlaying Friction Surface, its pavement skid resistance value reaches 88BPN, and infiltration coefficient is reduced to 0.
Embodiment 6
Doorway, plant area, Guangdong cement pavement needs to overlay Friction Surface, constructs according to the following steps after deliberation:
(1) before construction, Resin A, red resin B, red resin C are stirred with curing compound strong mixer respectively;
Wherein Resin A is bisphenol A-type 2311 type epoxy resin, viscosity 1800cps, proportion 1.15g/cm
3; Its curing compound is 2311 type curing compound, viscosity 350cps, proportion 1.09g/cm
3.
Resin B is 2325 type epoxy resin, and viscosity is 3500cps, proportion 1.21g/cm
3; Its curing compound is 2325 type curing compound, viscosity 340cps, proportion 1.14g/cm
3.
Resin C is 2327 type epoxy resin, and viscosity is 200cps, proportion 1.07g/cm
3; Its curing compound is 2327 type curing compound, and viscosity is 400cps, proportion 1.15g/cm
3.
Aggregate size is 1.8mm, and surface drying density is 2.55g/cm
3, water absorption rate is less than 2%.
(2) basic road surface is cleaned out, the Resin A of spraying a layer thickness 0.2mm;
(3) resin B of a layer thickness 1.1mm is sprayed;
(4) then scatter gathering materials of particle diameter 1.8mm, after resin B layer surface drying, roll 1 ~ 2 time, after resin B layer solidifies completely, sweep off unnecessary gathering materials;
The thickness of rear whole red resin Friction Surface of having constructed is about 3.5mm, and after overlaying Friction Surface, antiskid value reaches 80BPN, and warning function is obvious, even if having heavy-duty freight car in situation, resin Friction Surface also destroys.
Embodiment 7
Large-scale open car park, Guangdong cement pavement needs to overlay color antiskid top layer, constructs according to the following steps after deliberation:
(1) before construction, Resin A, red resin B, red resin C are stirred with curing compound strong mixer respectively;
Wherein Resin A is bisphenol A-type 2311 type epoxy resin, viscosity 3000cps, proportion 1.60g/cm
3; Its curing compound is 2311 type curing compound, viscosity 500cps, proportion 1.35g/cm
3.
Resin B is 2325 type epoxy resin, and viscosity is 3500cps, proportion 1.21g/cm
3; Its curing compound is 2325 type curing compound, viscosity 340cps, proportion 1.14g/cm
3.
Resin C is 2327 type epoxy resin, and viscosity is 200cps, proportion 1.08g/cm
3; Its curing compound is 2327 type curing compound, and viscosity is 400cps, proportion 1.16g/cm
3.
Aggregate size is 0.8mm, and surface drying density is 2.45g/cm
3, water absorption rate is less than 2%.
(2) basic road surface is cleaned out, the Resin A of spraying a layer thickness 0.1mm;
(3) resin B of a layer thickness 0.5mm is sprayed;
(4) then scatter gathering materials of particle diameter 0.8mm, after resin B layer surface drying, roll 1 ~ 2 time, after resin B layer solidifies completely, sweep off unnecessary gathering materials;
(5) the red resin C of last coating thickness 0.2mm, after it solidifies completely, road surface can use.
The thickness of rear whole red resin Friction Surface of having constructed is about 2.5mm, and after overlaying Friction Surface, antiskid value reaches 85BPN, and warning function is obvious, even if under having large-scale heavy duty lorry situation, resin Friction Surface also destroys.
Above-described embodiment is the utility model preferably embodiment; but embodiment of the present utility model is not restricted to the described embodiments; change, the modification done under other any does not deviate from Spirit Essence of the present utility model and principle, substitute, combine, simplify; all should be the substitute mode of equivalence, be included within protection domain of the present utility model.
Claims (5)
1. a color resin skid resistance pavement, be equipped with resin antiskid layer on basic supercrust, it is characterized in that: described resin antiskid layer is followed successively by from bottom to top: viscosity is 500 ~ 3000cps, proportion is 0.90 ~ 1.60g/cm
3epoxy resin or the Resin A layer made of acrylic resin; Viscosity is 1000 ~ 7000cps, and proportion is 0.90 ~ 1.60g/cm
3epoxy resin or the resin B layer made of acrylic resin; The high strength aggregate lift of particle diameter 0.5 ~ 10.0mm; Viscosity is 100 ~ 1000cps, and proportion is 0.80 ~ 1.50g/cm
3epoxy resin or the resin C layer made of acrylic resin.
2. color resin skid resistance pavement according to claim 1, is characterized in that: the thickness of described Resin A layer is 0.1 ~ 0.3mm.
3. a color resin skid resistance pavement, be equipped with resin antiskid layer on basic supercrust, it is characterized in that: described resin antiskid layer is followed successively by from bottom to top: viscosity is 1000 ~ 7000cps, proportion is 0.90 ~ 1.60g/cm
3epoxy resin or the resin B layer made of acrylic resin; The high strength aggregate lift of particle diameter 0.5 ~ 10.0mm; Viscosity is 100 ~ 1000cps, and proportion is 0.80 ~ 1.50g/cm
3epoxy resin or the resin C layer made of acrylic resin.
4. color resin skid resistance pavement according to claim 1 or 3, is characterized in that: the thickness of described resin B layer is 0.5 ~ 5mm, and the thickness of resin C layer is 0.1 ~ 0.4mm.
5. color resin skid resistance pavement according to claim 1 or 3, is characterized in that: described resin antiskid layer flood thickness is 1 ~ 10mm, and construction thickness is 1 ~ 8mm at lug boss, and recess is 0.5 ~ 2.5mm.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520538131.5U CN204825553U (en) | 2015-07-23 | 2015-07-23 | Colored resin cling compound road surface |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520538131.5U CN204825553U (en) | 2015-07-23 | 2015-07-23 | Colored resin cling compound road surface |
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| CN204825553U true CN204825553U (en) | 2015-12-02 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107724199A (en) * | 2017-11-10 | 2018-02-23 | 安徽水利市政园林建设有限公司 | Mix the construction method on the washing peastone ground of quartzy slag |
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2015
- 2015-07-23 CN CN201520538131.5U patent/CN204825553U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107724199A (en) * | 2017-11-10 | 2018-02-23 | 安徽水利市政园林建设有限公司 | Mix the construction method on the washing peastone ground of quartzy slag |
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