CN105002801B - Color resin skid resistance pavement and its construction method - Google Patents
Color resin skid resistance pavement and its construction method Download PDFInfo
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Abstract
The invention provides a kind of color resin skid resistance pavement and its construction method.This road surface is that laying resin antiskid layer obtains on the basis of basic road surface, and this antiskid layer includes resin B layer, aggregate lift and resin C layer from bottom to top, may also include Resin A layer as bottom.The arrangement and method for construction that this road surface is adopted is as follows：Basic road surface is cleaned out, sprays one layer of resin B；Then the high intensity dispensing particle diameter 0.5 ~ 10.0mm is gathered materials, and rolls 1 ~ 2 time, after resin B is fully cured, sweep off unnecessary building stones after resin B surface drying；Get final product open to traffic.Quantitative resin C can be sprayed on demand.For cement pavement, then also need to spray one layer of Resin A on basic road surface.Simple, the durable in use and attractive in appearance economy of this pavement construction.
Description
Technical field
The present invention relates to Concrete Pavement Reconstruction technical field is and in particular to a kind of resin skid resistance pavement and its construction method.
Background technology
In the last few years, many Colorful Asphalt Pavements occurred at home on road, and such road surface not only acts as beautification and improves
The effect of pavement state, and there is the effect of warning human pilot, thus ensure that driving and the safety of pedestrian.Domestic from
2004 start, and Colorful Asphalt Pavement starts gradually to use on road, in May, 2004, first, Hubei Province color asphalt road
Face is open to traffic in formal completion the in Wuchang.This red, blue, green trichroism alternate colored highway is about to Chu Yuan mansion from Zhuo Daoquan North Road
1.5 kilometers, Colorful Asphalt Pavement using both can beautifying city road, the visual fatigue of driver can be released again.
However, Colorful Asphalt Pavement is overlayed on cement pavement and bituminous paving can run into a lot of technical problems.First, color
The design thickness of color bituminous concrete is usually 2 ~ 5cm, is overlayed and undoubtedly can increase grade elevation on cement pavement；
Secondly color asphalt concrete and the bonding on original road surface generally only lean on the sticking layer oil of a layer thickness very little to complete, between the two
Bonding is easy to be destroyed by external environment, and then color asphalt concrete will destroy therewith；On bituminous concrete
Overlaying color asphalt concrete, first having to carry out milling to old asphalt pavement, if deal with original road surface improperly will break
Bad, and take time and effort.
Content of the invention
For solving disadvantages mentioned above and deficiency existing for prior art, it is an object of the present invention to provide a kind of working procedure simple,
Color category enriches, color fastness is relatively stable, price is relatively cheap and the significant color resin skid resistance pavement of anti-skidding effect.
It is a further object of the present invention to provide the construction method of above-mentioned color resin skid resistance pavement.
The purpose of the present invention is realized by following technical scheme：A kind of color resin skid resistance pavement, in basic supercrust
On be equipped with resin antiskid layer, described resin antiskid layer includes resin B layer, aggregate lift and resin C layer from bottom to top；Described resin
B and resin C is epoxy resin or acrylic resin, mixes corresponding firming agent during use；
According to the difference on basic road surface, the resin antiskid layer in above-mentioned color resin skid resistance pavement may also include Resin A layer,
Described Resin A layer is located at the bottom of resin antiskid layer, and described Resin A is epoxy resin or acrylic resin, mixes phase during use
The firming agent answered.
To better implement the present invention：
The features such as above-mentioned Resin A requirement has waterproof, antirust, chemical-resistant resistance is outstanding and concrete adhesive force is good, glues
Degree preferably 500 ~ 3000cps, proportion preferably 0.90 ~ 1.60g/cm3.
The preferred A type epoxy resin of above-mentioned Resin A, its firming agent A type firming agent.
Above-mentioned aggregate size is 0.5 ~ 10.0mm, and surface drying density is 2.25 ~ 3.20 g/cm3, water absorption rate is less than 2%.
The viscosity preferably 100 ~ 1000cps of above-mentioned all firming agent, proportion preferably 0.80 ~ 1.60g/cm3.
Above-mentioned resin B requires there is the features such as tensile strength is high, percentage elongation is good, film contractility is good, viscosity preferred
1000 ~ 7000cps, proportion preferably 0.90 ~ 1.60g/cm3, firming agent；
Above-mentioned resin C requires there is the features such as good mar proof, weatherability, viscosity preferably 100 ~ 1000cps, proportion
Preferably 0.80 ~ 1.50g/cm3.
Above-mentioned resin B preferred epoxy, its firming agent is Type B firming agent；Above-mentioned resin C preferred epoxy, it is solid
Agent c-type firming agent.
Above-mentioned resin antiskid layer flood thickness preferably 1 ~ 10mm, in lobe preferably 1 ~ 8mm, recess is preferred for construction thickness
0.5~2.5mm.
Preferably do not include the technical scheme of Resin A layer when basic supercrust is bituminous paving.
When basic supercrust is cement pavement, preferably include the technical scheme of Resin A layer.
Present invention also offers a kind of construction method of above-mentioned color resin skid resistance pavement, specifically include following steps：
（1）Before construction, resin B, resin C are stirred with firming agent strong mixer respectively；
（2）Basic road surface is cleaned out, the resin B of spraying a layer thickness 0.5 ~ 5mm；
（3）Then spread gathering materials of particle diameter 0.5 ~ 10.0mm, roll after resin B layer surface drying 1 ~ 2 time, treat that resin B layer is complete
After all solidstate, sweep off unnecessary gathering materials；
（4）The resin C of last coating thickness 0.1 ~ 0.4mm, after it is fully cured, road surface can use.
In said method, according to different basic surface conditions, before spraying resin B, can first spray on basic road surface
Apply the Resin A of thickness 0.1 ~ 0.3mm, described Resin A was stirred with firming agent strong mixer before construction.
Resin spray of the present invention needs special automatic gauge mixed spraying equipment.Solid using the U.S. in the present invention
Rake GH200 type may move high pressure airless spray equipment.
Hinge structure of the present invention has the advantages that：
（1）Road surface of the present invention color category enriches, color fastness is relatively stable, price is relatively cheap and anti-skidding effect is notable；
（2）The present invention provide construction method can obtain uniform and stable color antiskid top layer, its antiskid value up to
More than 80BPN, is seeped into sub-surface under effective control surface gathered water, prevents road surface from Moisture Damage occurring, construction is less than total time
5h；
（3）The life-span of color antiskid road crust according to the present invention was up to more than 5 years；
（4）Working procedure is simple, needs personnel less, equipment needed thereby quantity is little, and its volume and energy consumption also less；
（5）Required raw material is many, and price is relatively cheap.
Brief description
Fig. 1 is the structural representation that basic road surface is during bituminous paving；
Fig. 2 is the structural representation that basic road surface is during cement pavement；
Wherein 1 is Resin A layer, and 2 is resin B layer, and 3 is resin C layer, and 4 is aggregate lift, and 5 is bituminous paving, and 6 is cement road
Face.
Specific embodiment
It is exemplified below some specific embodiments of the application of the present invention, to help further understanding the present invention.But the present invention
The embodiment of application be not limited to that.
The structural representation on road surface of the present invention is as shown in Figure 1 it is illustrated that basic road surface is the feelings of bituminous paving or cement pavement
Condition.
When basic road surface is cement pavement, color resin skid resistance pavement of the present invention is from bottom to top by cement pavement, Resin A layer
1st, resin B layer 2, gather materials 4 and face coat-resin C layer 3 form.
When basic road surface is bituminous paving, color resin skid resistance pavement of the present invention is from bottom to top by bituminous paving, resin B layer
2nd, aggregate lift 4 and face coat-resin C layer 3 form.
The embodiment of with different basic pavement construction building of the present invention color resin skid resistance pavement is provided below.
The resin spray of the present invention uses U.S.'s Graco GH200 type to may move high pressure airless spray equipment.
Embodiment 1
The bituminous paving antiskid value of Guangdong city ring freeway K18 km only 35BPN about, and infiltration coefficient is super
Cross 200ml/min；Constructed according to the following steps：
（1）Before construction, black resin B, black resin C are stirred with firming agent strong mixer respectively；
Resin B is aliphatic 2325 type epoxy resin, and viscosity is 7000cps, proportion 1.60g/cm3；Its firming agent is fat
The many amines of ring race 2325 type firming agent, viscosity 100cps, proportion 0.80g/cm3.
Resin C is aliphatic 2327 type epoxy resin, and viscosity is 1000cps, proportion 1.50g/cm3；Its firming agent is to change
Property arylamine class 2327 type firming agent, viscosity be 100cps, proportion 0.80g/cm3.
Aggregate size is 9.0mm, and surface drying density is 2.35 g/cm3, 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 spread gathering materials of particle diameter 9.0mm, roll after resin B layer surface drying 1 ~ 2 time, treat that resin B layer is fully cured
Afterwards, sweep off unnecessary gathering materials；
（4）The black resin C of last coating thickness 0.1mm, after it is fully cured, road surface can use.
After the completion of construction, the thickness of whole black resin Friction Surface is 10mm, overlays its antiskid value after Friction Surface
Reach 80BPN, infiltration coefficient is reduced to 0.
Embodiment 2
The Guangdong university descending section gradient is larger, and slipperiness on roads phenomenon substantially, repeatedly occurs vehicle accident；
Constructed according to the following steps：
（1）Before construction by Resin A, Lycoperdon polymorphum Vitt resin B, grey chromoresin C respectively with firming agent with strong mixer stirring all
Even；
Wherein Resin A is bisphenol A-type 2311 type epoxy resin, viscosity 1500cps, proportion 0.90g/cm3；Its firming agent is
2311 type firming agent, viscosity 100cps, proportion 0.96g/cm3.
Resin B is aliphatic 2325 type epoxy resin, and viscosity is 1000cps, proportion 0.90g/cm3；Its firming agent is
2325 type firming agent, viscosity 1000cps, proportion 1.60g/cm3.
Resin C is aliphatic 2327 type epoxy resin, and viscosity is 100cps, proportion 0.80g/cm3；Its firming agent is 2327
Type firming agent, viscosity is 500cps, proportion 1.50g/cm3.
Aggregate size is 0.8mm, and surface drying density is 2.25 g/cm3, 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）The resin B of spraying a layer thickness 0.3mm；
（4）Then spread gathering materials of particle diameter 0.5mm, roll after resin B layer surface drying 1 ~ 2 time, treat that resin B layer is fully cured
Afterwards, sweep off unnecessary gathering materials；
（5）The black resin C of last coating thickness 0.2mm, after it is fully cured, road surface can use.
After the completion of construction, entirely the thickness of grey chromoresin Friction Surface is 1mm, and after overlaying Friction Surface, antiskid value reaches
To 75BPN, and warning function is substantially, and vehicle accident seldom occurs, and vehicle is in the case of the rainy day all without skidding.
Embodiment 3
In order to not increase grade elevation and reduction of erection time, the cement pavement and bituminous paving of Jiangsu urban road are adopted
Use red resin Friction Surface.
Constructed according to the following steps：
（1）Before construction by Resin A, red resin B, red resin C respectively with firming agent with strong mixer stirring all
Even；
Wherein Resin A is bisphenol A-type 2311 type epoxy resin, viscosity 2000cps, proportion 1.15g/cm3；Its firming agent is
2311 type firming agent, viscosity 400cps, proportion 1.15g/cm3.
Resin B is 2325 type epoxy resin, and viscosity is 2700cps, proportion 1.25g/cm3；Its firming agent is that 2325 types are solid
Agent, viscosity 350cps, proportion 1.13g/cm3.
Resin C is 2327 type epoxy resin, and viscosity is 350cps, proportion 1.18g/cm3；Its firming agent is 2327 type solidifications
Agent, viscosity is 350cps, proportion 0.99g/cm3.
Aggregate size is 2.0mm, and surface drying density is 2.45 g/cm3, 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）The resin B of spraying a layer thickness 1.2mm；
（4）Then spread gathering materials of particle diameter 2.0mm, roll after resin B layer surface drying 1 ~ 2 time, treat that resin B layer is fully cured
Afterwards, sweep off unnecessary gathering materials；
（5）The black resin C of last coating thickness 0.3mm, after it is fully cured, road surface can use.
After the completion of construction, the thickness of whole red resin Friction Surface is 4mm, overlays Friction Surface way of escape facial vision
Good with alarming effect, antiskid value reaches 75BPN.
Embodiment 4
The Guangdong tunnel exit descending section gradient is larger, and slipperiness on roads phenomenon substantially, repeatedly occurs vehicle accident；
Constructed according to the following steps：
（1）Before construction by Resin A, black resin B, black resin C respectively with firming agent with strong mixer stirring all
Even；
Wherein Resin A is Weathering-resisting acrylic-resin, viscosity 2100cps, proportion 1.23g/cm3；Its firming agent is 1 type third
Olefin(e) acid resin curing agent, viscosity 350cps, proportion 0.96g/cm3.
Resin B is 2 type acrylic resins, and viscosity is 2400cps, proportion 1.37g/cm3；Its firming agent is 2 type acrylic acid
Resin curing agent, viscosity 310cps, proportion 1.10g/cm3.
Resin C is aliphatic 2 type acrylic resin, and viscosity is 150cps, proportion 1.04g/cm3；Its firming agent is 2 types third
Olefin(e) acid resin curing agent, viscosity is 110cps, proportion 0.98g/cm3.
Aggregate size is 0.8mm, and surface drying density is 2.25 g/cm3, 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）The resin B of spraying a layer thickness 3mm；
（4）Then spread gathering materials of particle diameter 4.8mm, roll after resin B layer surface drying 1 ~ 2 time, treat that resin B layer is fully cured
Afterwards, sweep off unnecessary gathering materials；
After the completion of construction, the thickness of whole black resin Friction Surface is 5mm, and after overlaying Friction Surface, antiskid value reaches
To 85BPN, and warning function is substantially, and vehicle accident seldom occurs, and vehicle is in the case of the rainy day all without skidding.
Embodiment 5
Guangdong city intersection needs to link together with red cycle track, and requirement do not change grade elevation,
2 days durations.Constructed according to the following steps through research：
（1）Before construction, red resin B, red resin C are stirred with firming agent strong mixer respectively；
Resin B is aliphatic 2 type acrylic resin, and viscosity is 3500cps, proportion 1.35g/cm3；Its firming agent is 2 types
Acrylic resin firming agent, viscosity 350cps, proportion 1.03g/cm3.
Resin C is 3 type acrylic resins, and viscosity is 450cps, proportion 1.21g/cm3；Its firming agent is 2 type acrylic acid trees
Fat firming agent, viscosity is 200cps, proportion 1.05g/cm3.
Aggregate size is 2.0mm, and surface drying density is 2.35 g/cm3, 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 spread gathering materials of particle diameter 2.0mm, roll after resin B layer surface drying 1 ~ 2 time, treat that resin B layer is fully cured
Afterwards, sweep off unnecessary gathering materials；
（4）The red resin C of last coating thickness 0.1mm, after it is fully cured, road surface can use.
After the completion of construction, the thickness of whole red resin Friction Surface is 3.8mm, with cycle track perfection swimmingly
Link together.After overlaying Friction Surface, its pavement skid resistance value reaches 88BPN, and infiltration coefficient is reduced to 0.
Embodiment 6
Guangdong plant area doorway cement pavement needs to overlay Friction Surface, is constructed according to the following steps through research：
（1）Before construction by Resin A, red resin B, red resin C respectively with firming agent with strong mixer stirring all
Even；
Wherein Resin A is bisphenol A-type 2311 type epoxy resin, viscosity 1800cps, proportion 1.15g/cm3；Its firming agent is
2311 type firming agent, viscosity 350cps, proportion 1.09g/cm3.
Resin B is 2325 type epoxy resin, and viscosity is 3500cps, proportion 1.21g/cm3；Its firming agent is that 2325 types are solid
Agent, viscosity 340cps, proportion 1.14g/cm3.
Resin C is 2327 type epoxy resin, and viscosity is 200cps, proportion 1.07g/cm3；Its firming agent is 2327 type solidifications
Agent, viscosity is 400cps, proportion 1.15g/cm3.
Aggregate size is 1.8mm, and surface drying density is 2.55 g/cm3, 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）The resin B of spraying a layer thickness 1.1mm；
（4）Then spread gathering materials of particle diameter 1.8mm, roll after resin B layer surface drying 1 ~ 2 time, treat that resin B layer is fully cured
Afterwards, sweep off unnecessary gathering materials；
After the completion of construction, the thickness of whole red resin Friction Surface is 3.5mm, overlays antiskid value after Friction Surface
Reach 80BPN, and warning function is substantially, even if in the case of having heavy-duty freight car to pass through, resin Friction Surface also destroys.
Embodiment 7
The large-scale open parking ground in Guangdong cement pavement needs to overlay color antiskid top layer, carries out according to the following steps through research
Construction：
（1）Before construction by Resin A, red resin B, red resin C respectively with firming agent with strong mixer stirring all
Even；
Wherein Resin A is bisphenol A-type 2311 type epoxy resin, viscosity 3000cps, proportion 1.60g/cm3；Its firming agent is
2311 type firming agent, viscosity 500cps, proportion 1.35g/cm3.
Resin B is 2325 type epoxy resin, and viscosity is 3500cps, proportion 1.21g/cm3；Its firming agent is that 2325 types are solid
Agent, viscosity 340cps, proportion 1.14g/cm3.
Resin C is 2327 type epoxy resin, and viscosity is 200cps, proportion 1.08g/cm3；Its firming agent is 2327 type solidifications
Agent, viscosity is 400cps, proportion 1.16g/cm3.
Aggregate size is 0.8mm, and surface drying density is 2.45 g/cm3, 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）The resin B of spraying a layer thickness 0.5mm；
（4）Then spread gathering materials of particle diameter 0.8mm, roll after resin B layer surface drying 1 ~ 2 time, treat that resin B layer is fully cured
Afterwards, sweep off unnecessary gathering materials；
（5）The red resin C of last coating thickness 0.2mm, after it is fully cured, road surface can use.
After the completion of construction, the thickness of whole red resin Friction Surface is 2.5mm, overlays antiskid value after Friction Surface
Reach 85BPN, and warning function is substantially, even if in the case of having large-scale heavy duty lorry, resin Friction Surface also destroys.
Above-described embodiment is the present invention preferably embodiment, but embodiments of the present invention are not subject to above-described embodiment
Limit, other any spirit without departing from the present invention and the change made under principle, modification, replacement, combine, simplify,
All should be equivalent substitute mode, be included within protection scope of the present invention.
Claims (3)
1. a kind of color resin skid resistance pavement, be equipped with resin antiskid layer on basic supercrust it is characterised in that：Described tree
Fat antiskid layer includes the resin B layer that thickness is 0.5 ~ 5mm from bottom to top, and aggregate lift and thickness are the resin C layer of 0.1 ~ 0.4mm；
Described resin B and resin C are epoxy resin or acrylic resin, mix firming agent during use；
Described resin antiskid layer also includes the Resin A layer that thickness is 0.1 ~ 0.3mm；Described Resin A layer is located at resin antiskid layer
Bottom, described Resin A is epoxy resin or acrylic resin, mixes firming agent during use；
The viscosity of described Resin A is 500 ~ 3000cps, and proportion is 0.90 ~ 1.60g/cm3；
The viscosity of described resin B is 3500 ~ 7000cps, and proportion is 0.90 ~ 1.60g/cm3；The viscosity of described resin C be 100 ~
450cps, proportion is 0.80 ~ 1.50g/cm3；
When described Resin A is epoxy resin, described Resin A is bisphenol-type epoxy resin, and its firming agent is aliphatic polyamine class
Firming agent.
2. according to claim 1 color resin skid resistance pavement it is characterised in that：Described resin B is epoxy resin；Described tree
Fat C is also epoxy resin.
3. a kind of construction method of color resin skid resistance pavement described in claim 1 is it is characterised in that include step in detail below：
（1）Before construction, described resin B, resin C are stirred with firming agent strong mixer respectively；
（2）Basic road surface is cleaned out, the resin B of spraying a layer thickness 0.5 ~ 5mm；
（3）Then spread gathering materials of particle diameter 0.5 ~ 10.0mm, roll after resin B layer surface drying 1 ~ 2 time, treat that resin B layer is completely solid
After change, sweep off unnecessary gathering materials；
（4）The resin C of last coating thickness 0.1 ~ 0.4mm, after it is fully cured, road surface can use；
Step（2）In, before spraying described resin B, the Resin A of first coating thickness 0.1 ~ 0.3mm on basic road surface, described
Resin A was stirred with firming agent strong mixer before construction.
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108221548A (en) * | 2016-12-14 | 2018-06-29 | 交通运输部公路科学研究所 | The surface antiskid structure and its construction method of a kind of road electric organ |
| 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 |
| CN112878137A (en) * | 2021-03-30 | 2021-06-01 | 贵州省交通规划勘察设计研究院股份有限公司 | Colored anti-skid pavement structure and construction method thereof |
| CN113322743A (en) * | 2021-06-03 | 2021-08-31 | 重庆诚邦路面材料有限公司 | Epoxy modified cement pavement anti-skid wearing layer and construction method thereof |
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| US3510339A (en) * | 1968-10-22 | 1970-05-05 | Raymond Glen Wile | Epoxy coated substrate and method of making the same |
| JP2001336108A (en) * | 2000-05-25 | 2001-12-07 | Nichireki Co Ltd | Improved neat construction method |
| CN201280677Y (en) * | 2008-06-11 | 2009-07-29 | 上海市市政规划设计研究院 | Improved ultrathin antiskid paving structure of epoxy resins |
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