CN110437709A - Bituminous pavement heat-reflective coating and preparation method thereof - Google Patents
Bituminous pavement heat-reflective coating and preparation method thereof Download PDFInfo
- Publication number
- CN110437709A CN110437709A CN201910694598.1A CN201910694598A CN110437709A CN 110437709 A CN110437709 A CN 110437709A CN 201910694598 A CN201910694598 A CN 201910694598A CN 110437709 A CN110437709 A CN 110437709A
- Authority
- CN
- China
- Prior art keywords
- bituminous pavement
- reflective coating
- heat
- mixture
- preparation
- 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
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09D—COATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
- C09D163/00—Coating compositions based on epoxy resins; Coating compositions based on derivatives of epoxy resins
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09D—COATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
- C09D5/00—Coating compositions, e.g. paints, varnishes or lacquers, characterised by their physical nature or the effects produced; Filling pastes
- C09D5/004—Reflecting paints; Signal paints
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09D—COATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
- C09D7/00—Features of coating compositions, not provided for in group C09D5/00; Processes for incorporating ingredients in coating compositions
- C09D7/40—Additives
- C09D7/60—Additives non-macromolecular
- C09D7/61—Additives non-macromolecular inorganic
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09D—COATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
- C09D7/00—Features of coating compositions, not provided for in group C09D5/00; Processes for incorporating ingredients in coating compositions
- C09D7/40—Additives
- C09D7/66—Additives characterised by particle size
- C09D7/67—Particle size smaller than 100 nm
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09D—COATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
- C09D7/00—Features of coating compositions, not provided for in group C09D5/00; Processes for incorporating ingredients in coating compositions
- C09D7/40—Additives
- C09D7/66—Additives characterised by particle size
- C09D7/69—Particle size larger than 1000 nm
-
- 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
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/32—Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08K—Use of inorganic or non-macromolecular organic substances as compounding ingredients
- C08K3/00—Use of inorganic substances as compounding ingredients
- C08K3/18—Oxygen-containing compounds, e.g. metal carbonyls
- C08K3/20—Oxides; Hydroxides
- C08K3/22—Oxides; Hydroxides of metals
- C08K2003/2237—Oxides; Hydroxides of metals of titanium
- C08K2003/2241—Titanium dioxide
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08K—Use of inorganic or non-macromolecular organic substances as compounding ingredients
- C08K3/00—Use of inorganic substances as compounding ingredients
- C08K3/18—Oxygen-containing compounds, e.g. metal carbonyls
- C08K3/20—Oxides; Hydroxides
- C08K3/22—Oxides; Hydroxides of metals
- C08K2003/2265—Oxides; Hydroxides of metals of iron
- C08K2003/2272—Ferric oxide (Fe2O3)
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08K—Use of inorganic or non-macromolecular organic substances as compounding ingredients
- C08K2201/00—Specific properties of additives
- C08K2201/011—Nanostructured additives
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
- C08L2205/00—Polymer mixtures characterised by other features
- C08L2205/02—Polymer mixtures characterised by other features containing two or more polymers of the same C08L -group
- C08L2205/025—Polymer mixtures characterised by other features containing two or more polymers of the same C08L -group containing two or more polymers of the same hierarchy C08L, and differing only in parameters such as density, comonomer content, molecular weight, structure
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Materials Engineering (AREA)
- Wood Science & Technology (AREA)
- Organic Chemistry (AREA)
- Nanotechnology (AREA)
- Inorganic Chemistry (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of bituminous pavement heat-reflective coating and preparation method thereof, which includes the first aqueous epoxy resins, the second aqueous epoxy resins, nano-titanium dioxide, nano silica, iron oxide red, delustering agent, dispersing agent and antilubricant；Compared to traditional asphalt road surface heat-reflective coating, bituminous pavement heat-reflective coating of the invention has higher intensity, adhesive capacity and durability, so as to be applied to the bituminous pavement of urban road intersection, to resist the percussion of vehicular load, it can be effectively reduced summer pavement temperature, the generation for reducing track disease, to extend the service life of bituminous pavement；Bituminous pavement heat-reflective coating of the invention reduces reduction of the coating to original road surface pore structure by the coating layer thickness under control different pitches road surface gradation types, microcosmic antiskid structure is provided by dispensing antilubricant simultaneously, antiskid is functional, to guarantee traffic safety.
Description
Technical field
The invention belongs to technical field of road engineering, and in particular to a kind of bituminous pavement heat-reflective coating and its preparation side
Method is more particularly to a kind of bituminous pavement solar heat reflection coating and preparation method thereof for urban road intersection.
Background technique
Track, to elapse, gather around packet be intersection region bituminous pavement typical disease, and basic reason is that bituminous concrete is anti-
It cuts intensity and does not adapt to the special operating condition of intersection region bituminous pavement.In intersection region, vehicle operation and road surface lotus
Carry feature and general road is dramatically different: serious canalized traffic, frequently braking and starting, speed is slow, down time is long.This spy
Different operating condition makes intersection region bituminous pavement bear pole heavy traffic load, longer load action time and biggish
Horizontal shear stresses.Especially in summer high temperature season, the high temperature that road surface continues 60 DEG C or more causes bituminous concrete shearing resistance strong
Degree and rutting resistance sharply decline, and thus cause intersection region bituminous pavement and generate track, elapse, gather around the diseases such as packet, crack
Evil.
Although extremely paying close attention to intersection region asphalt pavement rut disease problem both at home and abroad, and correlation is carried out and has ground
Study carefully, but be to control the generation of track by improving bituminous concrete high-temperature stability mostly, such as uses modified pitch, hard
The materials such as pitch, anti-rut agent are using bituminous concretes such as SMA.Although enhancing bituminous concrete rutting resistance can inhibit friendship
The generation and development of prong region asphalt pavement rut, but in summer still pitch may be significantly reduced since pavement temperature is excessively high
The rutting resistance of concrete, and then cause track disease.
Bituminous pavement is the higher material of thermal absorptivity (thermal absorptivity reaches 0.85-0.90).Summer continues hot spoke in the sun
It penetrates under effect, bituminous pavement absorbs and have accumulated big energy, this makes bituminous pavement temperature be significantly larger than temperature: summer high temperature
Season temperature is only 35-40 DEG C, but bituminous pavement temperature is up to 60-65 DEG C.As a kind of typical viscoelastic material, pitch is mixed
Solidifying soil shear strength increases significant decaying with temperature.At this moment the shearing strength of bituminous concrete is only the 20- under the conditions of 25 DEG C
30%.As it can be seen that high temperature is one of the main reason for track generates.If asphalt surface hot reflection efficiency can be enhanced, reduce drip
Green road surface thermal absorptivity, bituminous pavement temperature will be controlled to a certain extent, and bituminous concrete shearing strength will obtain favorably
It ensures.
The frequent braking and starting bring of the unbearable intersection vehicle of traditional bituminous pavement heat-reflective coating
Therefore intense impact in order to be solved the track disease of urban road intersection bituminous pavement by the way of active control, is badly in need of
A kind of high-strength asphalt road surface heat-reflective coating being able to bear special load impact.
Summary of the invention
Aiming at the shortcomings in the prior art, primary and foremost purpose of the invention is to provide a kind of bituminous pavement heat-reflective coating.
A second object of the present invention is to provide the preparation methods of above-mentioned bituminous pavement heat-reflective coating.
In order to achieve the above objectives, solution of the invention is:
A kind of bituminous pavement heat-reflective coating comprising following component:
Preferably, the ratio of the first aqueous epoxy resins and the second aqueous epoxy resins is 2:1.
Preferably, nano-titanium dioxide is rutile-type, partial size 20-50nm.
Preferably, the partial size of nano silica is 5-10 μm.
Preferably, delustering agent is aqueous delustering agent.
Preferably, dispersing agent is the aqueous dispersion suitable for epoxy glue.
Preferably, antilubricant is glass-ceramic microballon, and mesh number is 40 mesh.
A kind of preparation method of above-mentioned bituminous pavement heat-reflective coating comprising following steps:
(1), nano-titanium dioxide is added in the first aqueous epoxy resins and is stirred, obtain the first mixture；
(2), nano silica is added in the first mixture and is stirred, obtain the second mixture；
(3), iron oxide red, dispersing agent and delustering agent are sequentially added in the second mixture and is stirred, obtain third mixture；
(4), the second aqueous epoxy resins are added in third mixture and are stirred, obtain aqueous epoxide resin paint；
(5), aqueous epoxide resin paint is brushed on the surface of bituminous pavement, obtains coating, 10min after the completion of brushing
It is interior, antilubricant is spread in the surface of coating and is formed.
Preferably, in step (1), the time of stirring is 2 ± 0.5min.
Preferably, in step (2), the time of stirring is 1 ± 0.5min.
Preferably, in step (3), the time of stirring is 2 ± 0.5min.
Preferably, in step (4), the time of stirring is 2 ± 0.5min.
By adopting the above scheme, the beneficial effects of the present invention are:
The first, compared to traditional asphalt road surface heat-reflective coating, bituminous pavement heat-reflective coating of the invention is applied in satisfaction
The ratio of aqueous epoxy resin emulsion and epoxy curing agent is improved under the premise of the heat reflection performance of work workability and coating,
To improve its intensity；In addition, bituminous pavement heat-reflective coating of the invention matches by adjusting coating material and Optimizing construction
Condition (determines suitable construction temperature and construction time), so that its adhesive capacity is improved, therefore, bituminous pavement of the invention
Heat-reflective coating has good intensity, adhesive capacity and durability, so as to be applied to the pitch of urban road intersection
Road surface can be effectively reduced summer pavement temperature to resist the percussion of vehicular load, reduce the generation of track disease, into
The service life of one step extension bituminous pavement.
The second, bituminous pavement heat-reflective coating of the invention passes through the painting thickness under control different pitches road surface gradation types
Degree provides microcosmic antiskid structure, antiskid by dispensing antilubricant to reduce reduction of the coating to original road surface pore structure
It is functional, to guarantee traffic safety.
Third, the present invention use aqueous epoxy resins as film forming matter, have easy for construction, the small equal spies of environmental pollution
Point.
Specific embodiment
The present invention provides a kind of bituminous pavement heat-reflective coatings and preparation method thereof.
<bituminous pavement heat-reflective coating>
Bituminous pavement heat-reflective coating of the invention comprising following component:
Wherein, the first aqueous epoxy resins and the second aqueous epoxy resins are as film forming matter, the first aqueous epoxy resins
For epoxy resin latex, the second aqueous epoxy resins are epoxy curing agent, and its ratio be 2: 1.
In fact, nano-titanium dioxide, nano silica and iron oxide red as filler, are filled out before coating by above-mentioned
Material is stored at aeration-drying, is kept away from moisture and is agglomerated.
Nano-titanium dioxide is rutile-type, partial size 20-50nm.
The partial size of nano silica is 5-10 μm.
Delustering agent and dispersing agent are as auxiliary agent.
Delustering agent is aqueous delustering agent.
Dispersing agent is the aqueous dispersion suitable for epoxy glue.
Antilubricant is glass-ceramic microballon, and mesh number is 40 mesh.
<preparation method of bituminous pavement heat-reflective coating>
The preparation method of bituminous pavement heat-reflective coating of the invention comprising following steps:
(1), nano-titanium dioxide is added in the first aqueous epoxy resins and is stirred, obtain the first mixture；
(2), nano silica is added in the first mixture and is stirred, obtain the second mixture；
(3), iron oxide red, dispersing agent and delustering agent are sequentially added in the second mixture and is stirred, obtain third mixture；
(4), the second aqueous epoxy resins are added in third mixture and are stirred, obtain aqueous epoxide resin paint；
(5), aqueous epoxide resin paint is brushed on the surface of bituminous pavement, obtains coating, 10min after the completion of brushing
It is interior, antilubricant is spread in the surface of coating and is formed.
Wherein, in step (1), the time of stirring can be 2 ± 0.5min, preferably 2min.
In step (2), the time of stirring can be 1 ± 0.5min, preferably 1min.
In step (3), the time of stirring can be 2 ± 0.5min, preferably 2min.
In step (4), the time of stirring can be 2 ± 0.5min, preferably 2min.
The present invention is further illustrated with reference to embodiments.
Embodiment 1:
The bituminous pavement heat-reflective coating of the present embodiment includes following component:
The preparation method of the bituminous pavement heat-reflective coating of the present embodiment includes the following steps:
(1), 94g nano-titanium dioxide is added in the first aqueous epoxy resins of 1000g first and 2min is sufficiently stirred, obtained
To the first mixture；
(2), then 47g nano silica is added in the first mixture and 1min is sufficiently stirred, obtain the second mixing
Object；
(3), then 94g iron oxide red, 35.25g dispersing agent and 23.5g delustering agent are sequentially added in the second mixture simultaneously
2min is sufficiently stirred, obtains third mixture；
(4), finally the second aqueous epoxy resins of 500g are added in third mixture and 2min is sufficiently stirred, dispersed
Uniform aqueous epoxide resin paint；
(5), aqueous epoxide resin paint is uniformly brushed to the AC-13 pitch mixing in preparation by the way of manually brushing
(track board size are as follows: length 300mm, width 300mm, with a thickness of 50mm), coated weight 0.45kg/ on truck rut plate
m2.After the completion of coating is brushed in 10min, 11.75g glass-ceramic microballon (as antilubricant) is spread in uniform in the table of coating
Face, and health 5h is formed in 30 DEG C of environment.
The AC-13 track plate test specimen matched of preparation same stages as a control group, with the above-mentioned track plate for being coated with heat-reflective coating
It is placed on the temperature for testing two surface of test piece in 65 DEG C of environmental cabinets after 30min together, is denoted as T respectively1-1And T1-2(control group), meter
Calculation obtains T1-1=64 DEG C, T1-2=56 DEG C, cooling extent is ΔT=8 DEG C.
The above-mentioned track plate test specimen for being coated with heat-reflective coating is cut, the consistent cuboid of two block sizes is formed
Shape, size are as follows: length 150mm, width 300mm carry out load 1,000,000 with a thickness of 50mm under MMLS3 accelerated loading instrument
It is secondary, to evaluate the durability of coating under vehicular load long term, the peeling area of the surface of test piece coating after load is carried out
Statistics, and peeling rate is calculated, peeling rate is defined as:
In formula, ρ-peeling rate, unit %；
The gross area of surface of test piece disbonding, unit m2, wherein i=0 ... n；
S- surface of test piece product, unit m2；
Peeling rate in the present embodiment after two pieces of surface of test piece coating loads is as shown in table 1.
1 embodiment of table, 1 conducting performance test result
From the point of view of the test result in table 1, heat-reflective coating in the present embodiment be used to having when AC-13 asphalt surface course compared with
Good durability, illustrates that the antistrip performance of the bituminous pavement heat-reflective coating is preferable.
Embodiment 2:
The bituminous pavement heat-reflective coating of the present embodiment includes following component:
The preparation method of the bituminous pavement heat-reflective coating of the present embodiment includes the following steps:
(1), 94g nano-titanium dioxide is added in the first aqueous epoxy resins of 1000g first and 2min is sufficiently stirred, obtained
To the first mixture；
(2), then 47g nano silica is added in the first mixture and 1min is sufficiently stirred, obtain the second mixing
Object；
(3), then 94g iron oxide red, 35.25g dispersing agent and 23.5g delustering agent are sequentially added in the second mixture simultaneously
2min is sufficiently stirred, obtains third mixture；
(4), finally the second aqueous epoxy resins of 500g are added in third mixture and 2min is sufficiently stirred, dispersed
Uniform aqueous epoxide resin paint；
(5), the SMA-13 pitch uniformly brushed aqueous epoxide resin paint by the way of manually brushing in preparation mixes
It closes on truck rut plate (track board size are as follows: length 300mm, width 300mm, with a thickness of 50mm), coated weight 0.48kg/
m2.After the completion of coating is brushed in 10min, 11.75g glass-ceramic microballon (as antilubricant) is spread in uniform in the table of coating
Face, and health 5h is formed in 30 DEG C of environment.
The AC-13 track plate test specimen matched of preparation same stages as a control group, with the above-mentioned track plate for being coated with heat-reflective coating
It is placed on the temperature for testing two surface of test piece in 65 DEG C of environmental cabinets after 30min together, is denoted as T respectively2-1And T2-2(control group), meter
Calculation obtains T2-1=63 DEG C, T2-2=54 DEG C, cooling extent is ΔT=9 DEG C.
The above-mentioned track plate test specimen for being coated with heat-reflective coating is cut, the consistent cuboid of two block sizes is formed
Shape, size are as follows: length 150mm, width 300mm carry out load 1,000,000 with a thickness of 50mm under MMLS3 accelerated loading instrument
It is secondary, to evaluate the durability of coating under vehicular load long term, the peeling area of the surface of test piece coating after load is carried out
Statistics, and peeling rate is calculated, peeling rate is defined as:
In formula, ρ-peeling rate, unit %；
The gross area of surface of test piece disbonding, unit m2, wherein i=0 ... n；
S- surface of test piece product, unit m2；
Peeling rate in the present embodiment after two pieces of surface of test piece coating loads is as shown in table 2.
2 embodiment of table, 2 conducting performance test result
From the point of view of the test result in table 2, the heat-reflective coating in the present embodiment is used to have when SMA-13 asphalt surface course
Preferable durability illustrates that the antistrip performance of the bituminous pavement heat-reflective coating is preferable.
Embodiment 3:
The bituminous pavement heat-reflective coating of the present embodiment includes following component:
The preparation method of the bituminous pavement heat-reflective coating of the present embodiment includes the following steps:
(1), 50g nano-titanium dioxide is added in the first aqueous epoxy resins of 1000g first and 2min is sufficiently stirred, obtained
To the first mixture；
(2), then 25g nano silica is added in the first mixture and 1min is sufficiently stirred, obtain the second mixing
Object；
(3), then 50g iron oxide red, 16.7g dispersing agent and 8.3g delustering agent are sequentially added in the second mixture and is filled
Divide stirring 2min, obtains third mixture；
(4), finally the second aqueous epoxy resins of 500g are added in third mixture and 2min is sufficiently stirred, dispersed
Uniform aqueous epoxide resin paint；
(5), aqueous epoxide resin paint is uniformly brushed to the AC-13 pitch mixing in preparation by the way of manually brushing
(track board size are as follows: length 300mm, width 300mm, with a thickness of 50mm), coated weight 0.45kg/ on truck rut plate
m2.After the completion of coating is brushed in 10min, 16.7g glass-ceramic microballon (as antilubricant) is spread in uniform in the surface of coating,
And health 5h is formed in 30 DEG C of environment.
The AC-13 track plate test specimen matched of preparation same stages as a control group, with the above-mentioned track plate for being coated with heat-reflective coating
It is placed on the temperature for testing two surface of test piece in 65 DEG C of environmental cabinets after 30min together, is denoted as T respectively3-1And T3-2(control group), meter
Calculation obtains T3-1=60 DEG C, T3-2=54 DEG C, cooling extent is ΔT=6 DEG C.
The above-mentioned track plate test specimen for being coated with heat-reflective coating is cut, the consistent cuboid of two block sizes is formed
Shape, size are as follows: length 150mm, width 300mm carry out load 1,000,000 with a thickness of 50mm under MMLS3 accelerated loading instrument
It is secondary, to evaluate the durability of coating under vehicular load long term, the peeling area of the surface of test piece coating after load is carried out
Statistics, and peeling rate is calculated, peeling rate is defined as:
In formula, ρ-peeling rate, unit %；
The gross area of surface of test piece disbonding, unit m2, wherein i=0 ... n；
S- surface of test piece product, unit m2；
Peeling rate in the present embodiment after two pieces of surface of test piece coating loads is as shown in table 3.
3. embodiment of table, 3 conducting performance test result
From the point of view of the test result in table 3, heat-reflective coating in the present embodiment be used to having when AC-13 asphalt surface course compared with
Good durability, illustrates that the antistrip performance of the bituminous pavement heat-reflective coating is preferable.
Embodiment 4:
The bituminous pavement heat-reflective coating of the present embodiment includes following component:
The preparation method of the bituminous pavement heat-reflective coating of the present embodiment includes the following steps:
(1), 50g nano-titanium dioxide is added in the first aqueous epoxy resins of 1000g first and 2min is sufficiently stirred, obtained
To the first mixture；
(2), then 25g nano silica is added in the first mixture and 1min is sufficiently stirred, obtain the second mixing
Object；
(3), then 50g iron oxide red, 16.7g dispersing agent and 8.3g delustering agent are sequentially added in the second mixture and is filled
Divide stirring 2min, obtains third mixture；
(4), finally the second aqueous epoxy resins of 500g are added in third mixture and 2min is sufficiently stirred, dispersed
Uniform aqueous epoxide resin paint；
(5), the SMA-13 pitch uniformly brushed aqueous epoxide resin paint by the way of manually brushing in preparation mixes
It closes on truck rut plate (track board size are as follows: length 300mm, width 300mm, with a thickness of 50mm), coated weight 0.45kg/
m2.After the completion of coating is brushed in 10min, 16.7g glass-ceramic microballon (as antilubricant) is spread in uniform in the surface of coating,
And health 5h is formed in 30 DEG C of environment.
The SMA-13 track plate test specimen matched of preparation same stages as a control group, with the above-mentioned track plate for being coated with heat-reflective coating
It is placed on the temperature for testing two surface of test piece in 65 DEG C of environmental cabinets after 30min together, is denoted as T respectively4-1And T4-2(control group), meter
Calculation obtains T4-1=63 DEG C, T4-2=55 DEG C, cooling extent is ΔT=8 DEG C.
The above-mentioned track plate test specimen for being coated with heat-reflective coating is cut, the consistent cuboid of two block sizes is formed
Shape, size are as follows: length 150mm, width 300mm carry out load 1,000,000 with a thickness of 50mm under MMLS3 accelerated loading instrument
It is secondary, to evaluate the durability of coating under vehicular load long term, row is said to the peeling area of the surface of test piece coating after load
Statistics, and peeling rate is calculated, peeling rate is defined as:
In formula, ρ-peeling rate, unit %；
The gross area of surface of test piece disbonding, unit m2, wherein i=0 ... n；
S- surface of test piece product, unit m2；
Peeling rate in the present embodiment after two pieces of surface of test piece coating loads is as shown in table 4.
4 embodiment of table, 4 conducting performance test result
From the point of view of the test result in table 4, the heat-reflective coating in the present embodiment is used to have when SMA-13 asphalt surface course
Preferable durability illustrates that the antistrip performance of the bituminous pavement heat-reflective coating is preferable.
The above-mentioned description to embodiment is that this hair can be understood and used for the ease of those skilled in the art
It is bright.Those skilled in the art obviously readily can make various modifications to these embodiments, and described herein one
As principle be applied in other embodiments, without having to go through creative labor.Therefore, the present invention is not limited to the above embodiments.
Those skilled in the art's principle according to the present invention, not departing from improvement that scope of the invention is made and modification all should be at this
Within the protection scope of invention.
Claims (10)
1. a kind of bituminous pavement heat-reflective coating, it is characterised in that: it includes following component:
2. bituminous pavement heat-reflective coating according to claim 1, it is characterised in that: first aqueous epoxy resins and
The ratio of second aqueous epoxy resins is 2:1.
3. bituminous pavement heat-reflective coating according to claim 1, it is characterised in that: the nano-titanium dioxide is golden red
Stone-type, partial size 20-50nm.
4. bituminous pavement heat-reflective coating according to claim 1, it is characterised in that: the partial size of the nano silica
It is 5-10 μm.
5. bituminous pavement heat-reflective coating according to claim 1, it is characterised in that: the delustering agent is aqueous delustring
Agent；And/or
The dispersing agent is the aqueous dispersion suitable for epoxy glue；And/or
The antilubricant is glass-ceramic microballon, and mesh number is 40 mesh.
6. a kind of preparation method of bituminous pavement heat-reflective coating according to claim 1-5, it is characterised in that:
It includes the following steps:
(1), nano-titanium dioxide is added in the first aqueous epoxy resins and is stirred, obtain the first mixture；
(2), nano silica is added in first mixture and is stirred, obtain the second mixture；
(3), iron oxide red, dispersing agent and delustering agent are sequentially added in second mixture and is stirred, obtain third mixture；
(4), the second aqueous epoxy resins are added in the third mixture and are stirred, obtain aqueous epoxide resin paint；
(5), the aqueous epoxide resin paint is brushed on the surface of bituminous pavement, obtains coating, 10min after the completion of brushing
It is interior, antilubricant is spread in the surface of the coating and is formed.
7. preparation method according to claim 6, it is characterised in that: in step (1), the time of the stirring is 2 ± 0.5min.
8. preparation method according to claim 6, it is characterised in that: in step (2), the time of the stirring is 1 ± 0.5min.
9. preparation method according to claim 6, it is characterised in that: in step (3), the time of the stirring is 2 ± 0.5min.
10. preparation method according to claim 6, it is characterised in that: in step (4), time of the stirring is 2 ±
0.5min。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910694598.1A CN110437709A (en) | 2019-07-30 | 2019-07-30 | Bituminous pavement heat-reflective coating and preparation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910694598.1A CN110437709A (en) | 2019-07-30 | 2019-07-30 | Bituminous pavement heat-reflective coating and preparation method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110437709A true CN110437709A (en) | 2019-11-12 |
Family
ID=68432236
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910694598.1A Pending CN110437709A (en) | 2019-07-30 | 2019-07-30 | Bituminous pavement heat-reflective coating and preparation method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110437709A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112609525A (en) * | 2020-12-23 | 2021-04-06 | 中建材科创新技术研究院(山东)有限公司 | Microwave shielding concrete roadbed, microwave shielding road and manufacturing method thereof, and road deicing and snow melting method |
| CN113604134A (en) * | 2021-08-23 | 2021-11-05 | 安徽新大陆特种涂料有限责任公司 | Efficient epoxy-based heat-reflecting coating for asphalt pavement |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006124632A (en) * | 2004-04-09 | 2006-05-18 | Sk Kaken Co Ltd | Water borne coating composition |
| KR100741147B1 (en) * | 2006-12-08 | 2007-07-19 | 주식회사 세진로드 | Thermal barrier paint for road |
| CN107217581A (en) * | 2017-04-28 | 2017-09-29 | 长安大学 | A kind of construction technology of pavement marker or graticule |
| CN107513335A (en) * | 2017-09-27 | 2017-12-26 | 重庆东吴道路工程有限公司 | Outdoor weather-proof wear-resisting resistant antislip colour Environmental Protective Water-paint and preparation method thereof |
| CN108102512A (en) * | 2018-01-11 | 2018-06-01 | 沈阳顺风新材料有限公司 | A kind of preparation method of abrasion-resistance water epoxy road mark paint |
-
2019
- 2019-07-30 CN CN201910694598.1A patent/CN110437709A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006124632A (en) * | 2004-04-09 | 2006-05-18 | Sk Kaken Co Ltd | Water borne coating composition |
| KR100741147B1 (en) * | 2006-12-08 | 2007-07-19 | 주식회사 세진로드 | Thermal barrier paint for road |
| CN107217581A (en) * | 2017-04-28 | 2017-09-29 | 长安大学 | A kind of construction technology of pavement marker or graticule |
| CN107513335A (en) * | 2017-09-27 | 2017-12-26 | 重庆东吴道路工程有限公司 | Outdoor weather-proof wear-resisting resistant antislip colour Environmental Protective Water-paint and preparation method thereof |
| CN108102512A (en) * | 2018-01-11 | 2018-06-01 | 沈阳顺风新材料有限公司 | A kind of preparation method of abrasion-resistance water epoxy road mark paint |
Non-Patent Citations (1)
| Title |
|---|
| 邰连河等: "《新型道路建筑材料》", 31 October 2003, 北京：化学工业出版社 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112609525A (en) * | 2020-12-23 | 2021-04-06 | 中建材科创新技术研究院(山东)有限公司 | Microwave shielding concrete roadbed, microwave shielding road and manufacturing method thereof, and road deicing and snow melting method |
| CN113604134A (en) * | 2021-08-23 | 2021-11-05 | 安徽新大陆特种涂料有限责任公司 | Efficient epoxy-based heat-reflecting coating for asphalt pavement |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102464890B (en) | Aqueous asphalt-based epoxy resin waterproof material composition and preparation process thereof | |
| CN103043962B (en) | Mixture for normal-temperature repairing of asphalt pavement pits, and preparation method and application thereof | |
| JP4995726B2 (en) | Pavement material and construction method of pavement using the same | |
| CN104176985B (en) | A kind of aqueous polyurethane emulsified bitulith and its production and use | |
| CN100567196C (en) | Handle the method that wraps material and processing building stones of bitumen macadam seal coat building stones | |
| CN110437709A (en) | Bituminous pavement heat-reflective coating and preparation method thereof | |
| CN105131618B (en) | Pavement seam filling asphalt material and preparation method and application | |
| CN107503261B (en) | A kind of combined type pitch cooling road surface and its construction method | |
| CN105645914B (en) | A kind of magnesium phosphate cement for filling phase-change material | |
| CN109517470A (en) | A kind of aqueous ultra-thin fireproof coating and preparation method thereof | |
| CN104448848A (en) | Quick-set wheel-adhesion-free sticky layer emulsified asphalt and preparation method thereof | |
| CN102732228B (en) | Constant-temperature phase change energy storage material | |
| CN104231995A (en) | Low-temperature rapidly cured acrylic ester modified epoxy resin joint sealant used in road and bridge | |
| CN108301278A (en) | A kind of construction method of aqueous high molecular modified emulsifying asphalt concrete road surface | |
| CN105503016B (en) | A kind of high-strength is without sulphur alkali-free liquid accelerator and preparation method thereof | |
| CN104355569B (en) | A kind of composite modified asphalt concrete | |
| CN107032709A (en) | A kind of ceramic tile bonds agent and preparation method thereof with high-efficiency environment friendly | |
| CN112252108B (en) | Road construction method for in-situ cold recycling of asphalt pavement | |
| CN107244825A (en) | Without sulphur alkali-free liquid accelerator | |
| CN109971187A (en) | A kind of cold repairing additive material and its preparation method and application | |
| CN109504108A (en) | A kind of weather-proof modified pitch | |
| CN115466520B (en) | Reactive normal-temperature asphalt curing mixture and preparation method and application thereof | |
| CN110423475A (en) | A kind of preparation method of warm mix low pollution regeneration asphalt | |
| CN112390567A (en) | Diluted asphalt cold-patch material and preparation method thereof | |
| CN105837092B (en) | A kind of method that desulfurization ash cures room temperature pitch |
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: 20191112 |