CN116162399A - Colored pavement protective agent and preparation method thereof - Google Patents

Colored pavement protective agent and preparation method thereof Download PDF

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Publication number
CN116162399A
CN116162399A CN202310164614.2A CN202310164614A CN116162399A CN 116162399 A CN116162399 A CN 116162399A CN 202310164614 A CN202310164614 A CN 202310164614A CN 116162399 A CN116162399 A CN 116162399A
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component
color
protective agent
pigment
filler
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Inventor
高峰
朱榕
王立玮
刘晓斌
刘跃
尚帅
潘斌
刘志刚
郑海军
张龙
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Xiyuefa International Environmental Protection New Material Co ltd
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Xiyuefa International Environmental Protection New Material Co ltd
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Priority to CN202310164614.2A priority Critical patent/CN116162399A/en
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    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09DCOATING 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
    • C09D171/00Coating compositions based on polyethers obtained by reactions forming an ether link in the main chain; Coating compositions based on derivatives of such polymers
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09DCOATING 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
    • C09D7/00Features of coating compositions, not provided for in group C09D5/00; Processes for incorporating ingredients in coating compositions
    • C09D7/40Additives
    • C09D7/60Additives non-macromolecular
    • C09D7/61Additives non-macromolecular inorganic
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09DCOATING 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
    • C09D7/00Features of coating compositions, not provided for in group C09D5/00; Processes for incorporating ingredients in coating compositions
    • C09D7/40Additives
    • C09D7/60Additives non-macromolecular
    • C09D7/63Additives non-macromolecular organic
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08KUse of inorganic or non-macromolecular organic substances as compounding ingredients
    • C08K3/00Use of inorganic substances as compounding ingredients
    • C08K3/18Oxygen-containing compounds, e.g. metal carbonyls
    • C08K3/20Oxides; Hydroxides
    • C08K3/22Oxides; Hydroxides of metals
    • C08K2003/2227Oxides; Hydroxides of metals of aluminium
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

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  • Chemical & Material Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Materials Engineering (AREA)
  • Wood Science & Technology (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
  • Road Paving Structures (AREA)

Abstract

The application relates to the technical field of pavement materials, and particularly discloses a color pavement protective agent and a preparation method thereof, which can solve the problems that the existing color pavement protective agent is quick in aging, insufficient in wear resistance and easy to wear, and the color is generally changed from a bright state in an initial construction period to a dark state in 1 month, so that the use experience is influenced. The color pavement protective agent comprises a component A and a component B. The component A comprises 3- (4-benzonitrile) methyl acrylate, methoxy polyethylene glycol-olefine acid ester, 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid and poly (ethylene glycol) methyl ether methacrylic acid. The component B comprises a curing agent, pigment and filler. The component A and the component B are mixed and then subjected to polymerization, grafting and other reactions to generate a three-dimensional reticular polymerized structure, and the cured color pavement protective agent has good strength, toughness, wear resistance and color stability, and can be widely applied to color pavement of runways, non-motor vehicles, zebra stripes, landscape roads and the like.

Description

Colored pavement protective agent and preparation method thereof
Technical Field
The application relates to the technical field of pavement materials, in particular to a color pavement protective agent and a preparation method thereof.
Background
The color road surface protecting agent is one kind of color changing product with the functions of changing color, preventing skid, renewing and preventing road diseases. The adhesive has good adhesive force to cement pavement and asphalt pavement, and can be matched with different construction processes to achieve common anti-skid effect or colorful anti-skid pavement effect. The color pavement protective agent is widely used for the renovation and color-changing engineering of road color painting and asphalt cement pavement, does not fade after long time, and is an economic and applicable novel road material.
The existing color pavement protective agents basically have the defects of quick aging, insufficient wear resistance and easy wear, and the color of the existing color pavement protective agents generally becomes dull within 1 month from the bright state at the initial stage of construction, so that the use experience is affected.
Disclosure of Invention
In order to solve the problems that the existing color pavement protective agents are quick in aging, not strong enough in wear resistance and easy to wear, and the color is generally changed from a bright state at the initial stage of construction to be dull within 1 month, so that the use experience is affected, the application provides the color pavement protective agent and a preparation method thereof.
In a first aspect, the present application proposes a color pavement protective agent, and adopts the following technical scheme.
A color pavement protective agent, comprising an a component and a B component. The component A comprises 3- (4-benzonitrile) methyl acrylate, methoxy polyethylene glycol-olefine acid ester, 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid and poly (ethylene glycol) methyl ether methacrylic acid. The component B comprises a curing agent, pigment and filler.
By adopting the technical scheme, all the components of the component A do not react, and can exist stably. The individual constituents of the B component can also be present in stable form with respect to one another. After mixing the A component and the B component of the color pavement protective agent, the curing agent reacts with each component of the A component, so that part of 3- (4-benzonitrile) methyl acrylate, methoxy polyethylene glycol-alkenoate and 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid are polymerized to generate a polymerized chain, the polymerized chain and poly (ethylene glycol) methyl ether methacrylic acid are subjected to a crosslinking reaction to generate a network structure, part of 3- (4-benzonitrile) methyl acrylate, methoxy polyethylene glycol-alkenoate and 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid are grafted on poly (ethylene glycol) methyl ether methacrylic acid, the network structure and the grafted structure are combined together to generate a three-dimensional network structure, the pigment and the filler are uniformly dispersed in the three-dimensional network structure in the process of forming the three-dimensional network structure, and the A component and the B component are gradually cured along with the progress of the reaction to form a solid structure with good strength, uniform toughness, color resistance and good stability. The component A and the component B are mixed and then coated on a road surface, a color protection layer can be formed on the road surface, the color protection layer can be strongly connected with cement and asphalt road surfaces, the color protection layer is not easy to peel off, the color protection layer is uniform and stable in structure and color and strong in wear resistance, the color is kept in a bright state within one month after solidification, the service life is long, and the use experience is good.
As an improvement of the color road surface protective agent, the mass ratio of the 3- (4-benzonitrile) methyl acrylate, the methoxy polyethylene glycol-enoate, the 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid and the poly (ethylene glycol) methyl ether methacrylic acid in the component A is 10: (6-10): (5-9): (7-11).
By adopting the technical scheme, the color pavement protective agent after polymerization, crosslinking and grafting reaction forms a three-dimensional reticular polymer chain structure, and the strength, toughness and the like of the structure reach a better state.
As an improvement of the color road surface protective agent, the mass ratio of the 3- (4-benzonitrile) methyl acrylate, the methoxy polyethylene glycol-enoate, the 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid and the poly (ethylene glycol) methyl ether methacrylic acid in the component A is 10:8:7:9.
by adopting the technical scheme, after the component A and the component B are mixed, the component A and the component B are gradually solidified to form a homogeneous solid structure, and the component A in a certain proportion range has good strength, toughness, wear resistance and color stability for the component A in the proportion.
As an improvement of the color road surface protective agent, the A component further comprises di (2-ethylhexyl) phosphate; in the A component, the mass ratio of the methyl 3- (4-benzonitrile) acrylate to the di (2-ethylhexyl) phosphate is 10: (8-12).
By adopting the technical scheme, the addition of the di (2-ethylhexyl) phosphate improves the shear strength of the solid structure formed by mixing and curing the component A and the component B.
As an improvement of the color pavement protective agent, the curing agent is 3-oxygen-amino bicyclo [2.2.1] hept-5-ene-2-oxygen-formic acid amine, 1-tert-butyloxycarbonyl piperazine or bis (2, 4-glutaronic acid) bis (2-propanol acid) titanium.
By adopting the technical scheme, 3-oxygen-amino bicyclo [2.2.1] hept-5-ene-2-oxygen-formic acid amine, 1-tert-butoxycarbonyl piperazine or bis (2, 4-glutaronic acid) bis (2-propanoic acid) titanium is taken as a curing agent, and a three-dimensional reticular polymerization structure is jointly generated on the methyl acrylate, methoxy polyethylene glycol-olefine acid ester and 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid which are promoted to form a polymerization chain, and the crosslinking of the polymerization chain and poly (ethylene glycol) methyl ether methacrylic acid and the grafting of the methyl acrylate, methoxy polyethylene glycol-olefine acid ester and 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid which are promoted to the poly (ethylene glycol) methyl ether methacrylic acid are promoted, so that the cured color pavement protective agent has good strength, toughness, wear resistance and color stability.
As an improvement of the color pavement protective agent, the pigment is one or more selected from cinnabar, laterite, realgar, malachite green and phthalocyanine blue.
By adopting the technical scheme, one or more of cinnabar, laterite, realgar, malachite green and phthalocyanine blue can be selected for color matching according to the color requirement, and the pigments can be uniformly dispersed in a three-dimensional reticular polymer chain structure formed by 3- (4-benzonitrile) methyl acrylate, methoxy polyethylene glycol-alkenoic acid ester, 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid and poly (ethylene glycol) methyl ether methacrylic acid, so that the coating has uniform color and keeps the color bright for a long time.
As an improvement of the color pavement protective agent, the filler is selected from one or more of kaolin, diatomite, talcum powder and alumina powder.
By adopting the technical scheme, the fillers can be uniformly dispersed in the generated three-dimensional reticular polymer chain structure, so that the structure is uniform, and the compressive strength and the skid resistance of the cured color pavement protective agent can be improved.
As an improvement of the color road surface protective agent, the mass ratio of the curing agent, the pigment and the filler in the component B is (4-8): (6-10): (18-22), wherein the mass ratio of the component A to the component B is 1: (0.8-1.2).
By adopting the technical scheme, the component B and the component A are matched with each other, and a coating with uniform density is generated on the road surface which is immediately applied after uniform mixing, and the coating has strong binding force with the road surface such as cement, asphalt and the like, is high-low temperature resistant and is not easy to deform after long time use.
As an improvement of the color road surface protective agent, the mass ratio of the curing agent, the pigment and the filler in the component B is 6:8:20, the mass ratio of the component A to the component B is 1:1.
by adopting the technical scheme, under the mass ratio, the strength, toughness, wear resistance, color stability and the like of the component A and the component B after being mixed and cured reach a better state.
In a second aspect, the present application further provides a preparation method of the color pavement protective agent, and the following technical scheme is adopted.
A method of preparing a color pavement protectant as set forth above, comprising:
mixing 3- (4-benzonitrile) methyl acrylate, methoxy polyethylene glycol-olefine acid ester, 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid and poly (ethylene glycol) methyl ether methacrylic acid, adding a solvent, heating to 60-100 ℃ and uniformly mixing to obtain a component A;
mixing the curing agent, the pigment and the filler, adding the solvent, and uniformly mixing to obtain the component B.
By adopting the technical scheme, the component A and the component B are obtained and uniformly dispersed, and can exist stably. Among them, turpentine, rosin oil and the like can be used as the solvent.
In summary, the color pavement protective agent and the preparation method thereof have the following beneficial effects:
after mixing the A component and the B component of the color pavement protective agent, the curing agent reacts with each component of the A component to polymerize part of 3- (4-benzonitrile) methyl acrylate, methoxy polyethylene glycol-vinyl ester and 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid and to carry out crosslinking reaction with poly (ethylene glycol) methyl ether methacrylic acid, and part of 3- (4-benzonitrile) methyl acrylate, methoxy polyethylene glycol-vinyl ester and 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid is grafted on poly (ethylene glycol) methyl ether methacrylic acid to jointly generate a three-dimensional network polymerization chain structure, the pigment and the filler are uniformly dispersed in the three-dimensional network polymerization chain structure, and the A component and the B component are gradually cured to form a uniform solid structure with better strength, toughness, wear resistance and color stability.
The di (2-ethylhexyl) phosphate is added into the component A, so that the shear strength of a solid structure formed by mixing and curing the component A and the component B can be improved.
After the component A and the component B are mixed and applied on the road surface and cured, the cured material has the advantages of high strength, high toughness, skid resistance, wear resistance, long-time bright and stable color maintenance, strong binding force with the road surface and difficult stripping, and can not only beautify the road surface, but also protect the road and effectively prolong the service life of the road.
The color pavement protective agent does not use anti-skid aggregate, so that the anti-skid aggregate is saved, the problem of sand falling is also reduced, the safety of pedestrians after falling is improved, and the color pavement protective agent is suitable for color pavement of runways, non-motor vehicle lanes, zebra crossings, landscape roads and the like.
Detailed Description
Some embodiments and implementation effects of the present application are specifically described below.
Example 1
The color pavement protective agent is prepared according to the embodiment, and comprises a component A and a component B, and the preparation process is as follows.
10kg of 3- (4-benzonitrile) methyl acrylate, 8kg of methoxy polyethylene glycol-alkenoate, 7kg of 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid and 9kg of poly (ethylene glycol) methyl ether methacrylic acid are mixed, turpentine is taken as a solvent, 10L of turpentine is added, and the mixture is heated to 80 ℃ for uniform dispersion, so that the component A is obtained.
3-oxygen-amino bicyclo [2.2.1] hept-5-ene-2-oxygen-amine formate is taken as a curing agent, cinnabar is taken as pigment, kaolin is taken as filler, 6kg of the curing agent, 8kg of the pigment and 20kg of the filler are taken and mixed, 10L of turpentine is added, and the component B is obtained after uniform dispersion.
Example 2
The color pavement protective agent is prepared according to the embodiment, and comprises a component A and a component B, and the preparation process is as follows.
10kg of methyl 3- (4-benzonitrile), 6kg of methoxy polyethylene glycol-alkenoate, 9kg of 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid and 7kg of poly (ethylene glycol) methyl ether methacrylic acid are mixed, turpentine is taken as a solvent, 10L of turpentine is added, and the mixture is heated to 60 ℃ for uniform dispersion, thus obtaining the component A.
3-oxygen-amino bicyclo [2.2.1] hept-5-ene-2-oxygen-amine formate is taken as a curing agent, cinnabar is taken as pigment, kaolin is taken as filler, 4kg of the curing agent, 10kg of the pigment and 18kg of the filler are taken and mixed, 10L of turpentine is added, and the component B is obtained after uniform dispersion.
Example 3
The color pavement protective agent is prepared according to the embodiment, and comprises a component A and a component B, and the preparation process is as follows.
10kg of 3- (4-benzonitrile) methyl acrylate, 10kg of methoxy polyethylene glycol-alkenoate, 5kg of 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid and 11kg of poly (ethylene glycol) methyl ether methacrylic acid are mixed, turpentine is taken as a solvent, 10L of turpentine is added, and the mixture is heated to 100 ℃ for uniform dispersion, so that the component A is obtained.
3-oxygen-amino bicyclo [2.2.1] hept-5-ene-2-oxygen-amine formate is taken as a curing agent, cinnabar is taken as pigment, kaolin is taken as filler, 8kg of the curing agent, 6kg of the pigment and 22kg of the filler are taken and mixed, 10L of turpentine is added, and the component B is obtained after uniform dispersion.
Example 4
The color road surface protective agent prepared in this example comprises a component A and a component B, and the only difference between the color road surface protective agent and the example 1 is that the types of the curing agents are different, and the 1-tert-butoxycarbonyl piperazine is used as the curing agent in this example, and the specific raw material proportion and the preparation process are as follows.
10kg of 3- (4-benzonitrile) methyl acrylate, 8kg of methoxy polyethylene glycol-alkenoate, 7kg of 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid and 9kg of poly (ethylene glycol) methyl ether methacrylic acid are mixed, turpentine is taken as a solvent, 10L of turpentine is added, and the mixture is heated to 80 ℃ for uniform dispersion, so that the component A is obtained.
Taking 1-tert-butoxycarbonyl piperazine as a curing agent, cinnabar as a pigment and kaolin as a filler, mixing 6kg of the curing agent, 8kg of the pigment and 20kg of the filler, adding 10L of turpentine, and uniformly dispersing to obtain the component B.
Example 5
The color pavement protectant prepared in this example comprises a component A and a component B, and the only difference between the color pavement protectant and the example 1 is that the types of the curing agents are different, and the example uses bis (2, 4-pentanedioic acid) titanium bis (2-propanediol) as the curing agent, and the specific raw material proportion and the preparation process are as follows.
10kg of 3- (4-benzonitrile) methyl acrylate, 8kg of methoxy polyethylene glycol-alkenoate, 7kg of 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid and 9kg of poly (ethylene glycol) methyl ether methacrylic acid are mixed, turpentine is taken as a solvent, 10L of turpentine is added, and the mixture is heated to 80 ℃ for uniform dispersion, so that the component A is obtained.
Bis (2, 4-pentanedioic acid) titanium bis (2-propanediol acid) is used as a curing agent, cinnabar is used as a pigment, kaolin is used as a filler, 6kg of the curing agent, 8kg of the pigment and 20kg of the filler are mixed, 10L of turpentine is added, and the component B is obtained after uniform dispersion.
Example 6
This example prepared a color pavement protectant comprising a component a and a component B, the only difference from example 1 being the different types of pigments and fillers, the specific raw material ratios and preparation process were as follows.
10kg of 3- (4-benzonitrile) methyl acrylate, 8kg of methoxy polyethylene glycol-alkenoate, 7kg of 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid and 9kg of poly (ethylene glycol) methyl ether methacrylic acid are mixed, turpentine is taken as a solvent, 10L of turpentine is added, and the mixture is heated to 80 ℃ for uniform dispersion, so that the component A is obtained.
Taking 3-oxygen-amino bicyclo [2.2.1] hept-5-ene-2-oxygen-amine formate as a curing agent, taking laterite and realgar as pigments and diatomite and talcum powder as fillers, mixing 6kg of the curing agent, 8kg of the pigments (4 kg of laterite and 4kg of realgar) and 20kg of the fillers (10 kg of diatomite and 10kg of talcum powder), adding 10L of turpentine, and uniformly dispersing to obtain the component B.
Example 7
This example prepared a color pavement protectant comprising a component a and a component B, the only difference from example 4 being the different types of pigments and fillers, the specific raw material ratios and preparation process were as follows.
10kg of 3- (4-benzonitrile) methyl acrylate, 8kg of methoxy polyethylene glycol-alkenoate, 7kg of 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid and 9kg of poly (ethylene glycol) methyl ether methacrylic acid are mixed, turpentine is taken as a solvent, 10L of turpentine is added, and the mixture is heated to 80 ℃ for uniform dispersion, so that the component A is obtained.
Taking 1-tert-butoxycarbonyl piperazine as a curing agent, malachite green as a pigment, alumina powder as a filler, taking 6kg of the curing agent, 8kg of the pigment and 20kg of the filler, mixing, adding 10L of turpentine, and uniformly dispersing to obtain the component B.
Example 8
This example prepares a color pavement protectant comprising an a-component and a B-component, the only difference from example 1 is that the raw materials for preparing the a-component are supplemented with di (2-ethylhexyl) phosphate, and the specific raw material ratios and preparation processes are as follows.
10kg of methyl 3- (4-benzonitrile), 8kg of methoxy polyethylene glycol-alkenoate, 7kg of 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid, 9kg of poly (ethylene glycol) methyl ether methacrylic acid and 8kg of di (2-ethylhexyl) phosphate are mixed, 10L of turpentine is taken as a solvent, and 10L of turpentine is added, and the mixture is heated to 80 ℃ to be dispersed uniformly, so that the component A is obtained.
3-oxygen-amino bicyclo [2.2.1] hept-5-ene-2-oxygen-amine formate is taken as a curing agent, cinnabar is taken as pigment, kaolin is taken as filler, 6kg of the curing agent, 8kg of the pigment and 20kg of the filler are taken and mixed, 10L of turpentine is added, and the component B is obtained after uniform dispersion.
Example 9
This example prepared a color pavement protectant comprising a component a and a component B, the only difference from example 8 was the different amounts of di (2-ethylhexyl) phosphate added, the specific raw material ratios and preparation process were as follows.
10kg of methyl 3- (4-benzonitrile), 8kg of methoxy polyethylene glycol-alkenoate, 7kg of 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid, 9kg of poly (ethylene glycol) methyl ether methacrylic acid and 12kg of di (2-ethylhexyl) phosphate are mixed, 10L of turpentine is taken as a solvent, and 10L of turpentine is added, and the mixture is heated to 80 ℃ to be dispersed uniformly, so that the component A is obtained.
3-oxygen-amino bicyclo [2.2.1] hept-5-ene-2-oxygen-amine formate is taken as a curing agent, cinnabar is taken as pigment, kaolin is taken as filler, 6kg of the curing agent, 8kg of the pigment and 20kg of the filler are taken and mixed, 10L of turpentine is added, and the component B is obtained after uniform dispersion.
Comparative example 1
This comparative example produces a colored pavement protectant comprising an a-component and a B-component, and the only difference from example 1 is that the raw material for producing the a-component does not contain methyl 3- (4-benzonitrile) acrylate, as follows.
8kg of methoxy polyethylene glycol-alkenoate, 7kg of 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid and 9kg of poly (ethylene glycol) methyl ether methacrylic acid are mixed, turpentine is taken as a solvent, 10L of turpentine is added, and the mixture is heated to 80 ℃ to be dispersed uniformly, so that the component A is obtained.
3-oxygen-amino bicyclo [2.2.1] hept-5-ene-2-oxygen-amine formate is taken as a curing agent, cinnabar is taken as pigment, kaolin is taken as filler, 6kg of the curing agent, 8kg of the pigment and 20kg of the filler are taken and mixed, 10L of turpentine is added, and the component B is obtained after uniform dispersion.
Comparative example 2
This comparative example produces a color road surface protective agent comprising an a-component and a B-component, and the only difference from example 1 is that the raw material for producing the a-component of this comparative example does not contain methoxypolyethylene glycol-enoate, the production process being as follows.
10kg of 3- (4-benzonitrile) methyl acrylate, 7kg of 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid and 9kg of poly (ethylene glycol) methyl ether methacrylic acid are taken and mixed, 10L of turpentine is taken as a solvent, and the mixture is heated to 80 ℃ to be dispersed uniformly, so that the component A is obtained.
3-oxygen-amino bicyclo [2.2.1] hept-5-ene-2-oxygen-amine formate is taken as a curing agent, cinnabar is taken as pigment, kaolin is taken as filler, 6kg of the curing agent, 8kg of the pigment and 20kg of the filler are taken and mixed, 10L of turpentine is added, and the component B is obtained after uniform dispersion.
Comparative example 3
This comparative example produces a color road surface protective agent comprising an a-component and a B-component, and the only difference from example 1 is that the raw material for producing the a-component of this comparative example does not contain 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid, and the production process is as follows.
10kg of 3- (4-benzonitrile) methyl acrylate, 8kg of methoxy polyethylene glycol-alkenoate and 9kg of poly (ethylene glycol) methyl ether methacrylic acid are mixed, turpentine is taken as a solvent, 10L of turpentine is added, and the mixture is heated to 80 ℃ for uniform dispersion, thus obtaining the component A.
3-oxygen-amino bicyclo [2.2.1] hept-5-ene-2-oxygen-amine formate is taken as a curing agent, cinnabar is taken as pigment, kaolin is taken as filler, 6kg of the curing agent, 8kg of the pigment and 20kg of the filler are taken and mixed, 10L of turpentine is added, and the component B is obtained after uniform dispersion.
Comparative example 4
This comparative example produces a colored pavement protectant comprising an a-component and a B-component, and the only difference from example 1 is that the raw materials for producing the a-component of this comparative example do not contain poly (ethylene glycol) methyl ether methacrylic acid, as follows.
10kg of 3- (4-benzonitrile) methyl acrylate, 8kg of methoxy polyethylene glycol-alkenoate and 7kg of 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid are taken and mixed, 10L of turpentine is taken as a solvent, and the mixture is heated to 80 ℃ to be dispersed uniformly, so that the component A is obtained.
3-oxygen-amino bicyclo [2.2.1] hept-5-ene-2-oxygen-amine formate is taken as a curing agent, cinnabar is taken as pigment, kaolin is taken as filler, 6kg of the curing agent, 8kg of the pigment and 20kg of the filler are taken and mixed, 10L of turpentine is added, and the component B is obtained after uniform dispersion.
Comparative example 5
This comparative example produces a color pavement protectant comprising an a-component and a B-component, the only difference from example 1 is that the starting material for producing the B-component of this comparative example does not comprise 3-oxo-aminobicyclo [2.2.1] hept-5-ene-2-oxo-carboxylic acid amine, produced as follows.
10kg of 3- (4-benzonitrile) methyl acrylate, 8kg of methoxy polyethylene glycol-alkenoate, 7kg of 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid and 9kg of poly (ethylene glycol) methyl ether methacrylic acid are mixed, turpentine is taken as a solvent, 10L of turpentine is added, and the mixture is heated to 80 ℃ for uniform dispersion, so that the component A is obtained.
And (3) taking cinnabar as a pigment, taking kaolin as a filler, mixing 8kg of the pigment with 20kg of the filler, adding 10L of turpentine, and uniformly dispersing to obtain the component B.
Test example 1
The color pavement protective agents prepared in examples 1 to 9 and comparative examples 1 to 5 were uniformly mixed with the respective A and B components, and then coated on the respective test pieces, the coating thicknesses of the respective examples and comparative examples were the same, and after the coating was allowed to stand for 20 hours for curing, the properties of the coating layers were tested, and the test items, test standards and test results of the respective examples and comparative examples are shown in Table 1.
Table 1 test of the properties of the color road surface protective agents prepared in each of examples and comparative examples after curing
Figure BDA0004095558400000081
Figure BDA0004095558400000091
Figure BDA0004095558400000101
From the test results of table 1 above, it is clear that the color road surface protective agents prepared in examples 1 to 9 have good compressive strength, toughness, slip resistance, wear resistance, and long-lasting color freshness after curing, and good low temperature resistance. From the comparison between examples 1 to 3, the product of example 1 was more excellent in performance, and the difference in the internal proportions of the A component and the B component was a difference in the color road surface protective agent. From a comparison of examples 1 and examples 4 to 5, it is understood that the products of examples 4 to 5 have higher compressive strength, and the difference is that the types of curing agents used in the products of examples 4 to 5 are different from those of example 1. From a comparison of example 1 and example 6, it is evident that the performance of both are similar. From a comparison of example 4 and example 7, it is clear that the performances of both are similar. From a comparison of example 1, example 4 and example 7, it is understood that the curative 1-t-butoxycarbonyl piperazine used in example 4 and example 7 has a stronger improvement effect on the compressive strength of the product than the curative 3-oxo-aminobicyclo [2.2.1] hept-5-ene-2-oxo-carboxylic acid amine used in example 1. From comparison of example 1, example 8 and example 9, it is apparent that the raw materials for preparing the color road surface protective agent of example 8 and example 9 are increased in di (2-ethylhexyl) phosphate as compared with example 1, and the shear strength is further improved.
Comparative example 1 has significantly reduced test performance compared to example 1 in the absence of the starting material methyl 3- (4-benzonitrile) acrylate.
Comparative example 2 shows a significant decrease in various test properties compared to example 1 in the absence of the starting methoxypolyethylene glycol-enoate.
Comparative example 3 has significantly reduced test performance compared to example 1 in the absence of the starting material 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid.
Comparative example 4 has a significant decrease in each test performance compared to example 1 in the absence of the starting poly (ethylene glycol) methyl ether methacrylic acid.
Comparative example 5 in comparison with example 1, the product was not cured in the absence of the curative 3-oxo-aminobicyclo [2.2.1] hept-5-ene-2-oxo-carboxylic acid amine, so the tests of Table 1 were not performed.
By combining the above, the color pavement protective agents prepared in examples 1 to 9 have good compressive strength, toughness, skid resistance, wear resistance, lasting color freshness and good low temperature resistance, all the raw material components show the effect of improving the performance, the formulas of examples 1 to 9 are reasonable, the product performance is good, and the color pavement protective agents can be widely applied to color pavement of runways, non-motor lanes, zebra stripes, landscape roads and the like.
The above-mentioned embodiments are only preferred embodiments of the present application, and the protection scope of the present application is not limited to the above-mentioned embodiments, and all technical solutions belonging to the concept of the present application belong to the protection scope of the present application. It should be noted that modifications and adaptations to those skilled in the art without departing from the principles of the present application are intended to be within the scope of the present application.

Claims (10)

1. A color road surface protective agent, characterized in that the color road surface protective agent comprises a component A and a component B; the component A comprises 3- (4-benzonitrile) methyl acrylate, methoxy polyethylene glycol-olefine acid ester, 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid and poly (ethylene glycol) methyl ether methacrylic acid; the component B comprises a curing agent, pigment and filler.
2. The colored pavement protectant according to claim 1, wherein the mass ratio of the 3- (4-benzonitrile) methyl acrylate, the methoxypolyethylene glycol-enoate, the 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid and the poly (ethylene glycol) methyl ether methacrylic acid in the a component is 10: (6-10): (5-9): (7-11).
3. The colored pavement protectant according to claim 2, wherein the mass ratio of the 3- (4-benzonitrile) methyl acrylate, the methoxypolyethylene glycol-enoate, the 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid and the poly (ethylene glycol) methyl ether methacrylic acid in the a component is 10:8:7:9.
4. the colored pavement protectant of claim 2, wherein the a-component further comprises di (2-ethylhexyl) phosphate; in the A component, the mass ratio of the methyl 3- (4-benzonitrile) acrylate to the di (2-ethylhexyl) phosphate is 10: (8-12).
5. The colored pavement protectant of claim 1, wherein the curative is 3-oxo-aminobicyclo [2.2.1] hept-5-ene-2-oxo-carboxylic acid amine, 1-t-butoxycarbonylpiperazine, or bis (2, 4-glutaronic acid) bis (2-propanoic acid) titanium.
6. The colored pavement protectant of claim 1, wherein the pigment is selected from one or more of cinnabar, laterite, realgar, malachite green and phthalocyanine blue.
7. The colored pavement protectant of claim 1, wherein the filler is selected from one or more of kaolin, diatomaceous earth, talc, and alumina powder.
8. The color road surface protective agent according to any one of claims 1 to 7, wherein in the B component, the mass ratio of the curing agent, the pigment and the filler is (4 to 8): (6-10): (18-22), wherein the mass ratio of the component A to the component B is 1: (0.8-1.2).
9. The colored pavement protectant of claim 8, wherein the mass ratio of the curing agent, the pigment, and the filler in the B-component is 6:8:20, the mass ratio of the component A to the component B is 1:1.
10. a method for preparing the color road surface protective agent according to any one of claims 1 to 9, characterized in that the method comprises:
mixing 3- (4-benzonitrile) methyl acrylate, methoxy polyethylene glycol-olefine acid ester, 2-chloro-6- (4, 6-dimethoxypyrimidine-2-thio) benzoic acid and poly (ethylene glycol) methyl ether methacrylic acid, adding a solvent, heating to 60-100 ℃ and uniformly mixing to obtain a component A;
mixing the curing agent, the pigment and the filler, adding the solvent, and uniformly mixing to obtain the component B.
CN202310164614.2A 2023-02-25 2023-02-25 Colored pavement protective agent and preparation method thereof Pending CN116162399A (en)

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KR100999031B1 (en) * 2010-07-22 2010-12-09 주식회사 유시티 Composition for non-slip on road and spreading method using the same
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