[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

CN114988764B - Water emulsion type modified asphalt and application thereof - Google Patents

Water emulsion type modified asphalt and application thereof Download PDF

Info

Publication number
CN114988764B
CN114988764B CN202210761540.6A CN202210761540A CN114988764B CN 114988764 B CN114988764 B CN 114988764B CN 202210761540 A CN202210761540 A CN 202210761540A CN 114988764 B CN114988764 B CN 114988764B
Authority
CN
China
Prior art keywords
weight
parts
water
asphalt
mixing
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.)
Active
Application number
CN202210761540.6A
Other languages
Chinese (zh)
Other versions
CN114988764A (en
Inventor
赖洪田
冯志明
赖洪平
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Liaoning Buyun Transportation New Material Technology Co ltd
Original Assignee
Liaoning Buyun Transportation New Material Technology Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Liaoning Buyun Transportation New Material Technology Co ltd filed Critical Liaoning Buyun Transportation New Material Technology Co ltd
Priority to CN202210761540.6A priority Critical patent/CN114988764B/en
Publication of CN114988764A publication Critical patent/CN114988764A/en
Application granted granted Critical
Publication of CN114988764B publication Critical patent/CN114988764B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B26/00Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
    • C04B26/02Macromolecular compounds
    • C04B26/26Bituminous materials, e.g. tar, pitch
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/24Macromolecular compounds
    • C04B24/26Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B24/2641Polyacrylates; Polymethacrylates
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08FMACROMOLECULAR COMPOUNDS OBTAINED BY REACTIONS ONLY INVOLVING CARBON-TO-CARBON UNSATURATED BONDS
    • C08F220/00Copolymers of compounds having one or more unsaturated aliphatic radicals, each having only one carbon-to-carbon double bond, and only one being terminated by only one carboxyl radical or a salt, anhydride ester, amide, imide or nitrile thereof
    • C08F220/02Monocarboxylic acids having less than ten carbon atoms; Derivatives thereof
    • C08F220/10Esters
    • C08F220/12Esters of monohydric alcohols or phenols
    • C08F220/14Methyl esters, e.g. methyl (meth)acrylate
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08FMACROMOLECULAR COMPOUNDS OBTAINED BY REACTIONS ONLY INVOLVING CARBON-TO-CARBON UNSATURATED BONDS
    • C08F220/00Copolymers of compounds having one or more unsaturated aliphatic radicals, each having only one carbon-to-carbon double bond, and only one being terminated by only one carboxyl radical or a salt, anhydride ester, amide, imide or nitrile thereof
    • C08F220/02Monocarboxylic acids having less than ten carbon atoms; Derivatives thereof
    • C08F220/10Esters
    • C08F220/12Esters of monohydric alcohols or phenols
    • C08F220/16Esters of monohydric alcohols or phenols of phenols or of alcohols containing two or more carbon atoms
    • C08F220/18Esters of monohydric alcohols or phenols of phenols or of alcohols containing two or more carbon atoms with acrylic or methacrylic acids
    • C08F220/1804C4-(meth)acrylate, e.g. butyl (meth)acrylate, isobutyl (meth)acrylate or tert-butyl (meth)acrylate
    • 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
    • C09D133/00Coating compositions based on homopolymers or copolymers of compounds having one or more unsaturated aliphatic radicals, each having only one carbon-to-carbon double bond, and at least one being terminated by only one carboxyl radical, or of salts, anhydrides, esters, amides, imides, or nitriles thereof; Coating compositions based on derivatives of such polymers
    • C09D133/24Homopolymers or copolymers of amides or imides
    • 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
    • C09D7/20Diluents or solvents
    • 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
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C23/00Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • E01C23/16Devices for marking-out, applying, or forming traffic or like markings on finished paving; Protecting fresh markings
    • E01C23/20Devices for marking-out, applying, or forming traffic or like markings on finished paving; Protecting fresh markings for forming markings in situ
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/18Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
    • E01C7/24Binder incorporated as an emulsion or solution
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/0075Uses not provided for elsewhere in C04B2111/00 for road construction
    • 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
    • C08K2003/2237Oxides; Hydroxides of metals of titanium
    • C08K2003/2241Titanium dioxide
    • 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
    • Y02A30/30Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Organic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Ceramic Engineering (AREA)
  • Wood Science & Technology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Medicinal Chemistry (AREA)
  • Health & Medical Sciences (AREA)
  • Civil Engineering (AREA)
  • Polymers & Plastics (AREA)
  • Architecture (AREA)
  • Inorganic Chemistry (AREA)
  • Dispersion Chemistry (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
  • Paints Or Removers (AREA)

Abstract

The invention relates to the technical field of asphalt, in particular to water emulsion type modified asphalt and application thereof, and the water emulsion type modified asphalt comprises the following components in parts by weight: 20-30 parts of emulsified asphalt, 80-100 parts of aggregate and 20-30 parts of water, wherein the emulsified asphalt is prepared by the following steps: heating 100 parts by weight of matrix asphalt, adding 3-9 parts by weight of stabilizing additive, preserving heat and stirring for 20-30min, adding 6-12 parts by weight of first emulsifier and 20-30 parts by weight of water, stirring and mixing, adding water-based polyacrylate emulsion, and continuing stirring and mixing to obtain the emulsified asphalt. The invention prepares the water-based polyacrylate emulsion by utilizing free radical initiation polymerization, and the emulsified asphalt is obtained after the water-based polyacrylate emulsion is mixed with asphalt, the emulsifying system is simple and effective, and the prepared modified asphalt has the property of cold mixing and cold paving, has the advantages of small environmental pollution, low construction difficulty and the like, and meets the basic road use requirement.

Description

Water emulsion type modified asphalt and application thereof
Technical Field
The invention relates to the technical field of asphalt, in particular to water emulsion type modified asphalt and application thereof.
Background
Asphalt is a brown or black brown organic cementing material, is a non-high polymer material blend which has relatively small molecular weight and consists of a plurality of small molecular substances, has the outstanding characteristics of cheap and abundant raw materials, convenient construction and the like, and is widely applied to the fields of buildings, highways, bridges and the like. The asphalt is used in three forms, namely hot asphalt, diluted asphalt and emulsified asphalt.
The emulsified asphalt is asphalt, emulsifier and assistant under certain technological condition to produce oil-in-water or water-in-oil liquid asphalt. The conventional preparation method is that road asphalt is diffused into water by a mechanical stirring and chemical stabilization method to be liquefied into emulsified asphalt with low viscosity and good fluidity at normal temperature.
The performance of the emulsified asphalt determines the road performance of the cold-mix cold-paving asphalt mixture to a great extent, and the research on the cold-mix cold-paving asphalt and the emulsified asphalt is still insufficient at present, and is insufficient for guiding the production work of high-quality and high-performance pavement.
Disclosure of Invention
In order to overcome the defects and shortcomings in the prior art, the invention aims to provide water emulsion type modified asphalt and application thereof.
The aim of the invention is achieved by the following technical scheme:
the water emulsion type modified asphalt comprises the following components in parts by weight: 20-30 parts of emulsified asphalt, 80-100 parts of aggregate and 20-30 parts of water, wherein the emulsified asphalt is prepared by the following steps: heating 100 parts by weight of matrix asphalt to 150-160 ℃, adding 3-9 parts by weight of stabilizing additive, preserving heat and stirring for 20-30min, adding 6-12 parts by weight of first emulsifier and 20-30 parts by weight of water, stirring and mixing, adding water-based polyacrylate emulsion, and continuing stirring and mixing to obtain the emulsified asphalt.
Wherein the aqueous polyacrylate emulsion is prepared by the following method: adding 2-6 parts by weight of acrylic acid, 14-20 parts by weight of butyl acrylate, 10-12 parts by weight of methyl methacrylate, 5-9 parts by weight of 2-acrylamide-2-methylpropanesulfonic acid, 1-3 parts by weight of a second emulsifier and 0.1-0.2 part by weight of ammonium persulfate into 100 parts by weight of deionized water, stirring and mixing, heating to 65-75 ℃, reacting for 45-75min at a temperature, adding 0.05-0.15 part by weight of ammonium persulfate, and continuously reacting for 45-75min at a temperature to obtain the water-based polyacrylate emulsion.
Wherein the passing rate of the aggregate through a 2.36mm sieve is 50-60%, the passing rate of the aggregate through a 1.18mm sieve is 10-14%, and the passing rate of the aggregate through a 0.6mm sieve is 8-10%.
Wherein the first emulsifier consists of cetyl trimethyl ammonium chloride, polyoxyethylene nonylphenol ether and water according to the weight ratio of 1-2:1-3:100.
Wherein the second emulsifier is sodium dodecyl sulfate or sodium dodecyl sulfonate.
Wherein the aggregate is limestone aggregate.
Wherein the stabilizing auxiliary agent is aromatic oil.
The preparation method comprises the following steps: mixing the emulsified asphalt, the aggregate and the water according to the weight ratio to obtain the water emulsion type modified asphalt.
The application of the water emulsion type modified asphalt is applied to the road paving process.
The road paving process comprises the following steps:
(1) Mixing: adding emulsified asphalt, aggregate and water in a mixing machine according to the weight ratio, and mixing;
(2) Transportation: arranging a loading dump truck to transport the mixed modified asphalt to a construction position;
(3) Paving: the paver uniformly paves the modified asphalt on the pavement;
(4) Compacting: sequentially performing initial pressing, re-pressing and final pressing on the paved asphalt pavement;
(5) Scribing: the scribing machine coats scribing paint on the asphalt pavement.
Because the invention adopts the modified asphalt in water emulsion and adopts the cold mixing and paving process, the compacted asphalt still contains more water, certain difficulty is caused to the coating of the marking paint, and the coating work of the marking paint is generally started after natural health maintenance is carried out on the road surface to reduce the water, but the project period is lengthened, and the weather can not be ensured to be continuously rainless, so the invention correspondingly develops the marking paint with quick drying property and water resistance which is matched.
The scribing paint is prepared by the following steps:
adding 40-50 parts by weight of titanium dioxide, 16.3-21.5 parts by weight of butyl acrylate, 22.3-26.5 parts by weight of methyl acrylate, 2-3 parts by weight of acrylic acid, 3-4 parts by weight of emulsifying agent and 0.3-0.4 part by weight of ammonium persulfate into 100 parts by weight of deionized water, stirring and mixing, heating to 65-75 ℃ and preserving heat for reacting for 60-90min, then gradually dropwise adding a mixed solution consisting of 9.4-11.4 parts by weight of butyl acrylate, 6.4-8.4 parts by weight of methyl acrylate, 5.3-9.5 parts by weight of diacetone acrylamide and 0.1-0.2 part by weight of ammonium persulfate, and keeping the temperature for reacting during the dropwise adding process, wherein the dropwise adding time is controlled to be 90-120min, so as to obtain a first latex;
B. adding 60-70 parts by weight of titanium dioxide, 70-80 parts by weight of talcum powder and 10-19 parts by weight of adipic dihydrazide into 100 parts by weight of deionized water, and dispersing at a high speed of 600-800r/min to obtain second latex;
C. and (3) dispersing the first latex and the second latex at a high speed according to the weight ratio of 1-2:1, setting the rotating speed to 600-800r/min for 20-40min, then adding an auxiliary agent, continuously dispersing at a high speed for 2-8min, and recording to obtain the marking paint.
Although the adoption of an organic solvent to improve the evaporation rate is a means of quick drying, the invention uses the marking paint of an aqueous system as a better choice, on one hand, the invention does not need to wait for the curing and air drying of the asphalt pavement to carry out the marking paint coating, namely when the pavement with higher water content is constructed, the organic system is easier to mutually infiltrate and dissolve with water instead, and the coating effect is affected; on the other hand, the invention adopts the water emulsion asphalt to reduce VOC emission, so the invention adopts the water-based paint for marking out to complement each other.
In order to give the aqueous systems the paint also quick-drying properties, it is necessary to raise the solids content of the paint as much as possible, which also corresponds to an increase in the filler content, which also contributes to an increase in the abrasion resistance of the paint. However, as the content of the filler increases, the content of the resin as the binder relatively decreases, which tends to cause uneven distribution of the filler and the binder, resulting in deterioration of adhesion of a part of the filler, which is equivalent to a decrease in wear resistance.
Therefore, unlike the common mode of directly mixing the connecting resin and the filler, the invention adopts free radical to initiate polymerization reaction to carry out coating modification on the titanium pigment and form polyacrylate emulsion, namely, the part of titanium pigment is already in polyacrylate serving as the connecting resin, thus ensuring the uniform distribution of the part of titanium pigment in the connecting resin; the invention adopts adipic dihydrazide to carry out physical mixing modification on talcum powder and another part of titanium dioxide to form second latex, and diacetone acrylamide is introduced into polyacrylic acid monomer of the first latex, so that the adipic dihydrazide of the second latex can promote the colloidal particles of the second latex to carry out crosslinking reaction, that is, talcum powder and another part of titanium dioxide can be uniformly dispersed among the colloidal particles of the first latex through the pre-dispersion of the second latex, and simultaneously, the formation of a crosslinking network is promoted, the compactness among the colloidal particles is improved, thereby improving the stability of a dispersed phase, improving the cohesive energy among the colloidal particles, and being beneficial to the improvement of adhesive force after coating and the reduction of shrinkage. The scribing paint prepared by the invention has the advantages of water-based environment protection, high solid content, wear resistance and water resistance.
The grain size of the titanium dioxide of the marking paint is preferably 0.3-0.5 mu m, and the grain size of the talcum powder is 2-10 mu m.
The invention has the beneficial effects that: the invention prepares the water-based polyacrylate emulsion by utilizing free radical initiation polymerization, and the emulsified asphalt is obtained after the water-based polyacrylate emulsion is mixed with asphalt, the emulsifying system is simple and effective, and the prepared modified asphalt has the property of cold mixing and cold paving, has the advantages of small environmental pollution, low construction difficulty and the like, and meets the basic road use requirement.
Detailed Description
The invention will be further illustrated by the following examples, which are not intended to limit the scope of the invention, in order to facilitate the understanding of those skilled in the art.
Example 1
The water emulsion type modified asphalt comprises the following components in parts by weight: 25 parts of emulsified asphalt, 90 parts of aggregate and 25 parts of water, wherein the emulsified asphalt is prepared by the following method: heating 100 parts by weight of matrix asphalt to 155 ℃, adding 6 parts by weight of stabilizing additive, keeping the temperature and stirring for 25min, adding 9 parts by weight of first emulsifier and 25 parts by weight of water, stirring and mixing, adding the aqueous polyacrylate emulsion, and continuing stirring and mixing to obtain the emulsified asphalt.
Wherein the aqueous polyacrylate emulsion is prepared by the following method: adding 4 parts by weight of acrylic acid, 17 parts by weight of butyl acrylate, 11 parts by weight of methyl methacrylate, 7 parts by weight of 2-acrylamide-2-methylpropanesulfonic acid, 2 parts by weight of a second emulsifier and 0.15 part by weight of ammonium persulfate into 100 parts by weight of deionized water, stirring and mixing, heating to 70 ℃ and carrying out heat preservation reaction for 60min, adding 0.1 part by weight of ammonium persulfate, and continuing heat preservation reaction for 60min to obtain the water-based polyacrylate emulsion.
Wherein the aggregate passes through a 2.36mm sieve at a rate of 55%, passes through a 1.18mm sieve at a rate of 12%, and passes through a 0.6mm sieve at a rate of 9%.
The first emulsifier consists of cetyl trimethyl ammonium chloride, polyoxyethylene nonylphenol ether and water according to the weight ratio of 1.5:2:100.
Wherein the second emulsifier is sodium dodecyl sulfate or sodium dodecyl sulfonate.
Wherein the aggregate is limestone aggregate.
Wherein the stabilizing auxiliary agent is aromatic oil.
The preparation method comprises the following steps: mixing the emulsified asphalt, the aggregate and the water according to the weight ratio to obtain the water emulsion type modified asphalt.
The application of the water emulsion type modified asphalt is applied to the road paving process.
The road paving process comprises the following steps:
(1) Mixing: adding emulsified asphalt, aggregate and water in a mixing machine according to the weight ratio, and mixing;
(2) Transportation: arranging a loading dump truck to transport the mixed modified asphalt to a construction position;
(3) Paving: the paver uniformly paves the modified asphalt on the pavement;
(4) Compacting: sequentially performing initial pressing, re-pressing and final pressing on the paved asphalt pavement;
(5) Scribing: the scribing machine coats scribing paint on the asphalt pavement.
Example 2
The water emulsion type modified asphalt comprises the following components in parts by weight: 20 parts of emulsified asphalt, 80 parts of aggregate and 20 parts of water, wherein the emulsified asphalt is prepared by the following steps: heating 100 parts by weight of matrix asphalt to 150 ℃, adding 3 parts by weight of stabilizing additive, keeping the temperature and stirring for 20min, adding 6 parts by weight of first emulsifier and 20 parts by weight of water, stirring and mixing, adding the aqueous polyacrylate emulsion, and continuing stirring and mixing to obtain the emulsified asphalt.
Wherein the aqueous polyacrylate emulsion is prepared by the following method: adding 2 parts by weight of acrylic acid, 14 parts by weight of butyl acrylate, 10 parts by weight of methyl methacrylate, 5 parts by weight of 2-acrylamide-2-methylpropanesulfonic acid, 1 part by weight of a second emulsifier and 0.1 part by weight of ammonium persulfate into 100 parts by weight of deionized water, stirring and mixing, heating to 65 ℃ and carrying out heat preservation reaction for 45min, adding 0.05 part by weight of ammonium persulfate, and continuing the heat preservation reaction for 45min to obtain the water-based polyacrylate emulsion.
Wherein the aggregate passes through a 2.36mm sieve at a rate of 50%, passes through a 1.18mm sieve at a rate of 10%, and passes through a 0.6mm sieve at a rate of 8%.
The first emulsifier consists of cetyl trimethyl ammonium chloride, polyoxyethylene nonylphenol ether and water according to the weight ratio of 1:1:100.
Wherein the second emulsifier is sodium dodecyl sulfate or sodium dodecyl sulfonate.
Wherein the aggregate is limestone aggregate.
Wherein the stabilizing auxiliary agent is aromatic oil.
The preparation method comprises the following steps: mixing the emulsified asphalt, the aggregate and the water according to the weight ratio to obtain the water emulsion type modified asphalt.
The application of the water emulsion type modified asphalt is applied to the road paving process.
The road paving process comprises the following steps:
(1) Mixing: adding emulsified asphalt, aggregate and water in a mixing machine according to the weight ratio, and mixing;
(2) Transportation: arranging a loading dump truck to transport the mixed modified asphalt to a construction position;
(3) Paving: the paver uniformly paves the modified asphalt on the pavement;
(4) Compacting: sequentially performing initial pressing, re-pressing and final pressing on the paved asphalt pavement;
(5) Scribing: the scribing machine coats scribing paint on the asphalt pavement.
Example 3
The water emulsion type modified asphalt comprises the following components in parts by weight: 30 parts of emulsified asphalt, 100 parts of aggregate and 30 parts of water, wherein the emulsified asphalt is prepared by the following steps: heating 100 parts by weight of matrix asphalt to 160 ℃, adding 9 parts by weight of stabilizing additive, keeping the temperature and stirring for 30min, adding 12 parts by weight of first emulsifier and 30 parts by weight of water, stirring and mixing, adding the aqueous polyacrylate emulsion, and continuing stirring and mixing to obtain the emulsified asphalt.
Wherein the aqueous polyacrylate emulsion is prepared by the following method: adding 6 parts by weight of acrylic acid, 20 parts by weight of butyl acrylate, 12 parts by weight of methyl methacrylate, 9 parts by weight of 2-acrylamide-2-methylpropanesulfonic acid, 3 parts by weight of a second emulsifier and 0.2 part by weight of ammonium persulfate into 100 parts by weight of deionized water, stirring and mixing, heating to 75 ℃, carrying out heat preservation reaction for 75 minutes, adding 0.15 part by weight of ammonium persulfate, and carrying out heat preservation reaction for 75 minutes to obtain the water-based polyacrylate emulsion.
Wherein the aggregate passes through a 2.36mm sieve at 60%, passes through a 1.18mm sieve at 14%, and passes through a 0.6mm sieve at 10%.
The first emulsifier consists of cetyl trimethyl ammonium chloride, polyoxyethylene nonylphenol ether and water according to the weight ratio of 2:3:100.
Wherein the second emulsifier is sodium dodecyl sulfate or sodium dodecyl sulfonate.
Wherein the aggregate is limestone aggregate.
Wherein the stabilizing auxiliary agent is aromatic oil.
The preparation method comprises the following steps: mixing the emulsified asphalt, the aggregate and the water according to the weight ratio to obtain the water emulsion type modified asphalt.
The application of the water emulsion type modified asphalt is applied to the road paving process.
The road paving process comprises the following steps:
(1) Mixing: adding emulsified asphalt, aggregate and water in a mixing machine according to the weight ratio, and mixing;
(2) Transportation: arranging a loading dump truck to transport the mixed modified asphalt to a construction position;
(3) Paving: the paver uniformly paves the modified asphalt on the pavement;
(4) Compacting: sequentially performing initial pressing, re-pressing and final pressing on the paved asphalt pavement;
(5) Scribing: the scribing machine coats scribing paint on the asphalt pavement.
Example 4
This example is a further implementation of example 1:
the scribing paint is prepared by the following steps:
45 parts by weight of titanium dioxide, 18.9 parts by weight of butyl acrylate, 24.4 parts by weight of methyl acrylate, 2.5 parts by weight of acrylic acid, 3.5 parts by weight of emulsifier and 0.35 part by weight of ammonium persulfate are added into 100 parts by weight of deionized water, stirred and mixed, heated to 70 ℃ and subjected to heat preservation reaction for 75 minutes, and then a mixed solution consisting of 10.4 parts by weight of butyl acrylate, 7.4 parts by weight of methyl acrylate, 7.4 parts by weight of diacetone acrylamide and 0.15 part by weight of ammonium persulfate is gradually added dropwise, the temperature is kept to react in the dropwise adding process, and the dropwise adding time is controlled to be 105 minutes, so that a first latex is obtained;
B. adding 65 parts by weight of titanium dioxide, 75 parts by weight of talcum powder and 14.5 parts by weight of adipic dihydrazide into 100 parts by weight of deionized water, and performing high-speed dispersion at a rotating speed of 700r/min to obtain second latex;
C. and (3) dispersing the first latex and the second latex at a high speed according to the weight ratio of 1.5:1, setting the rotating speed to be 700r/min for 30min, then adding an auxiliary agent, continuing to disperse at a high speed for 5min, and marking to obtain the marking paint.
The particle size D50 of the titanium dioxide of the marking paint is preferably 0.4 mu m, and the particle size D50 of the talcum powder is 6 mu m.
Example 5
This embodiment differs from embodiment 4 in that:
the scribing paint is prepared by the following steps:
adding 40 parts by weight of titanium dioxide, 16.3 parts by weight of butyl acrylate, 22.3 parts by weight of methyl acrylate, 2 parts by weight of acrylic acid, 3 parts by weight of emulsifier and 0.3 part by weight of ammonium persulfate into 100 parts by weight of deionized water, stirring and mixing, heating to 65 ℃ and preserving heat for reaction for 60min, then gradually dropwise adding a mixed solution consisting of 9.4 parts by weight of butyl acrylate, 6.4 parts by weight of methyl acrylate, 5.3 parts by weight of diacetone acrylamide and 0.1 part by weight of ammonium persulfate, keeping the temperature for reaction in the dropwise adding process, and controlling the dropwise adding time to 90min to obtain first latex;
B. adding 60 parts by weight of titanium dioxide, 70 parts by weight of talcum powder and 10 parts by weight of adipic dihydrazide into 100 parts by weight of deionized water, and performing high-speed dispersion at the rotating speed of 600r/min to obtain second latex;
C. and (3) dispersing the first latex and the second latex at a high speed according to the weight ratio of 1:1, setting the rotating speed to be 600r/min, continuing for 20min, adding an auxiliary agent, continuing to disperse at a high speed for 2min, and marking to obtain the marking paint.
The particle size D50 of the titanium dioxide of the marking paint is preferably 0.3 mu m, and the particle size D50 of the talcum powder is 2 mu m.
Example 6
This embodiment differs from embodiment 4 in that:
the scribing paint is prepared by the following steps:
adding 50 parts by weight of titanium dioxide, 21.5 parts by weight of butyl acrylate, 26.5 parts by weight of methyl acrylate, 3 parts by weight of acrylic acid, 4 parts by weight of emulsifier and 0.4 part by weight of ammonium persulfate into 100 parts by weight of deionized water, stirring and mixing, heating to 75 ℃, keeping the temperature for reaction for 90min, and gradually dropwise adding a mixed solution consisting of 11.4 parts by weight of butyl acrylate, 8.4 parts by weight of methyl acrylate, 9.5 parts by weight of diacetone acrylamide and 0.2 part by weight of ammonium persulfate, wherein the temperature is kept for reaction in the dropwise adding process, and the dropwise adding time is controlled at 120min to obtain first latex;
B. adding 70 parts by weight of titanium dioxide, 80 parts by weight of talcum powder and 19 parts by weight of adipic dihydrazide into 100 parts by weight of deionized water, and performing high-speed dispersion at a rotating speed of 800r/min to obtain second latex;
C. and (3) dispersing the first latex and the second latex at a high speed according to the weight ratio of 2:1, setting the rotating speed to be 800r/min, continuing for 40min, adding an auxiliary agent, continuing to disperse at a high speed for 8min, and marking to obtain the marking paint.
The particle size D50 of the titanium dioxide of the marking paint is preferably 0.5 mu m, and the particle size D50 of the talcum powder is 10 mu m.
Comparative example 1
The difference between this comparative example and example 4 is that:
the scribing paint is prepared by the following steps:
45 parts by weight of titanium dioxide, 18.9 parts by weight of butyl acrylate, 24.4 parts by weight of methyl acrylate, 2.5 parts by weight of acrylic acid, 3.5 parts by weight of emulsifier and 0.35 part by weight of ammonium persulfate are added into 100 parts by weight of deionized water, stirred and mixed, heated to 70 ℃ and subjected to heat preservation reaction for 75 minutes, and then a mixed solution consisting of 10.4 parts by weight of butyl acrylate, 7.4 parts by weight of methyl acrylate, 7.4 parts by weight of diacetone acrylamide and 0.15 part by weight of ammonium persulfate is gradually added dropwise, the temperature is kept to react in the dropwise adding process, and the dropwise adding time is controlled to be 105 minutes, so that a first latex is obtained;
B. adding 65 parts by weight of titanium dioxide and 75 parts by weight of talcum powder into 100 parts by weight of deionized water, and performing high-speed dispersion at a rotating speed of 700r/min to obtain second latex;
C. and (3) dispersing the first latex and the second latex at a high speed according to the weight ratio of 1.5:1, setting the rotating speed to be 700r/min for 30min, then adding an auxiliary agent, continuing to disperse at a high speed for 5min, and marking to obtain the marking paint.
Comparative example 2
This comparative example is a commercially available conventional solvent-borne paint line.
The performance test was performed on the paint scribes of example 4, comparative example 1 and comparative example 2, and without any drying treatment, the test items, criteria and results were as follows:
abrasion resistance: GB/T1768-2006 (200 rpm/1000 g, test base material is a sample of corresponding shape made of the aqueous emulsion type modified bitumen of the present invention)
Water resistance: GB/T1733-1993
Adhesion: GB/T1720-2020
Wear resistance Water resistance Adhesion property
Example 4 30.1 Soaking in water for 24 hr without abnormal phenomenon 3 grade
Comparative example 1 53.8 Partial falling off occurs when the water is soaked for 24 hours Grade 6
Comparative example 2 38.6 Soaking in water for 24 hr without abnormal phenomenon Grade 4
Compared with the test, the conventional solvent-based paint for scribing on the market has better performance, basically meets the use requirement, but has poor effect because the conventional solvent-based paint for scribing is used on an incompletely dried asphalt substrate, and the water-based paint for scribing has better applicability, can be coated without waiting for the drying of the asphalt substrate, and has better wear resistance, water resistance and adhesiveness; as can be seen from a comparison of comparative example 1, the crosslinking promotion effect of adipic acid dihydrazide is one of the key points of the high performance of the marking paint of the present invention, and the conventional physically mixed aqueous marking paint cannot meet the use standard.
The above embodiments are preferred embodiments of the present invention, and besides, the present invention may be implemented in other ways, and any obvious substitution is within the scope of the present invention without departing from the concept of the present invention.

Claims (1)

1. An application of water emulsion type modified asphalt is characterized in that: the method is applied to a road paving process, and the road paving process comprises the following steps of:
(1) Mixing: adding emulsified asphalt, aggregate and water into a mixer according to the weight ratio for mixing;
(2) Transportation: arranging a loading dump truck to transport the mixed modified asphalt to a construction position;
(3) Paving: the paver uniformly paves the modified asphalt on the pavement;
(4) Compacting: sequentially performing initial pressing, re-pressing and final pressing on the paved asphalt pavement;
(5) Scribing: the marking machine coats marking paint on the asphalt pavement; the modified asphalt is water emulsion type modified asphalt, and the water emulsion type modified asphalt comprises the following components in parts by weight: 20-30 parts of emulsified asphalt, 80-100 parts of aggregate and 20-30 parts of water, wherein the emulsified asphalt is prepared by the following steps: heating 100 parts by weight of matrix asphalt to 150-160 ℃, adding 3-9 parts by weight of stabilizing auxiliary agent, preserving heat and stirring for 20-30min, adding 6-12 parts by weight of first emulsifier and 20-30 parts by weight of water, stirring and mixing, adding water-based polyacrylate emulsion, and continuing stirring and mixing to obtain the emulsified asphalt;
the aqueous polyacrylate emulsion is prepared by the following steps: adding 2-6 parts by weight of acrylic acid, 14-20 parts by weight of butyl acrylate, 10-12 parts by weight of methyl methacrylate, 5-9 parts by weight of 2-acrylamide-2-methylpropanesulfonic acid, 1-3 parts by weight of a second emulsifier and 0.1-0.2 part by weight of ammonium persulfate into 100 parts by weight of deionized water, stirring and mixing, heating to 65-75 ℃ and reacting for 45-75min at a temperature, adding 0.05-0.15 part by weight of ammonium persulfate, and continuing reacting for 45-75min at a temperature to obtain the water-based polyacrylate emulsion;
the passing rate of the aggregate through a 2.36mm sieve is 50-60%, the passing rate of the aggregate through a 1.18mm sieve is 10-14%, and the passing rate of the aggregate through a 0.6mm sieve is 8-10%;
the first emulsifier consists of cetyl trimethyl ammonium chloride, polyoxyethylene nonylphenol ether and water according to the weight ratio of 1-2:1-3:100;
the second emulsifier is sodium dodecyl sulfate or sodium dodecyl sulfonate;
the aggregate is limestone aggregate;
the stabilizing auxiliary agent is aromatic hydrocarbon oil;
the preparation method of the water emulsion type modified asphalt comprises the following steps: mixing the emulsified asphalt, the aggregate and the water according to the weight ratio to obtain the water emulsion type modified asphalt;
the scribing paint is prepared by the following steps:
adding 40-50 parts by weight of titanium dioxide, 16.3-21.5 parts by weight of butyl acrylate, 22.3-26.5 parts by weight of methyl acrylate, 2-3 parts by weight of acrylic acid, 3-4 parts by weight of emulsifying agent and 0.3-0.4 part by weight of ammonium persulfate into 100 parts by weight of deionized water, stirring and mixing, heating to 65-75 ℃ and preserving heat for reacting for 60-90min, then gradually dropwise adding a mixed solution consisting of 9.4-11.4 parts by weight of butyl acrylate, 6.4-8.4 parts by weight of methyl acrylate, 5.3-9.5 parts by weight of diacetone acrylamide and 0.1-0.2 part by weight of ammonium persulfate, and keeping the temperature for reacting during the dropwise adding process, wherein the dropwise adding time is controlled to be 90-120min, so as to obtain a first latex;
B. adding 60-70 parts by weight of titanium dioxide, 70-80 parts by weight of talcum powder and 10-19 parts by weight of adipic dihydrazide into 100 parts by weight of deionized water, and dispersing at a high speed of 600-800r/min to obtain second latex;
C. and (3) performing high-speed dispersion on the first latex and the second latex according to the weight ratio of 1-2:1, setting the rotating speed to be 600-800r/min, continuing for 20-40min, adding an auxiliary agent, and continuing to perform high-speed dispersion for 2-8min to obtain the marking paint.
CN202210761540.6A 2022-06-30 2022-06-30 Water emulsion type modified asphalt and application thereof Active CN114988764B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210761540.6A CN114988764B (en) 2022-06-30 2022-06-30 Water emulsion type modified asphalt and application thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210761540.6A CN114988764B (en) 2022-06-30 2022-06-30 Water emulsion type modified asphalt and application thereof

Publications (2)

Publication Number Publication Date
CN114988764A CN114988764A (en) 2022-09-02
CN114988764B true CN114988764B (en) 2023-10-31

Family

ID=83020310

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202210761540.6A Active CN114988764B (en) 2022-06-30 2022-06-30 Water emulsion type modified asphalt and application thereof

Country Status (1)

Country Link
CN (1) CN114988764B (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1275698A1 (en) * 2001-07-10 2003-01-15 Appia Cold-spreadable bitumen aggregate, method and emulsion for its manufacture
US20160137843A1 (en) * 2014-02-27 2016-05-19 Shinsun Inc. Recycled room-temperature asphalt composition and road paving method
CN106348655A (en) * 2015-07-17 2017-01-25 交通运输部公路科学研究所 Preparation method and application of water-borne acrylic resin emulsified asphalt concrete
CN106497098A (en) * 2016-10-19 2017-03-15 天津佰思特新材料科技有限公司 A kind of modified emulsifying asphalt, the cold-repairing material containing the emulsified asphalt and preparation method thereof
CN110156378A (en) * 2019-04-03 2019-08-23 中路高科(北京)公路技术有限公司 Cement-water-based acrylic resin emulsified bitulith and preparation method thereof

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1275698A1 (en) * 2001-07-10 2003-01-15 Appia Cold-spreadable bitumen aggregate, method and emulsion for its manufacture
US20160137843A1 (en) * 2014-02-27 2016-05-19 Shinsun Inc. Recycled room-temperature asphalt composition and road paving method
CN106348655A (en) * 2015-07-17 2017-01-25 交通运输部公路科学研究所 Preparation method and application of water-borne acrylic resin emulsified asphalt concrete
CN106497098A (en) * 2016-10-19 2017-03-15 天津佰思特新材料科技有限公司 A kind of modified emulsifying asphalt, the cold-repairing material containing the emulsified asphalt and preparation method thereof
CN110156378A (en) * 2019-04-03 2019-08-23 中路高科(北京)公路技术有限公司 Cement-water-based acrylic resin emulsified bitulith and preparation method thereof

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
虎增福.第三节 乳化剂的复配.《乳化沥青及稀浆封层技术》.人民交通出版社,2001,第35-37页. *

Also Published As

Publication number Publication date
CN114988764A (en) 2022-09-02

Similar Documents

Publication Publication Date Title
CN104176985B (en) A kind of aqueous polyurethane emulsified bitulith and its production and use
US9982136B2 (en) Waterborn polymer-modified emulsified asphalt mixture and process for producing the same
CN105348827B (en) A kind of solvent type asphalt cold repairing liquid and its preparation process
EP2913365A1 (en) Water-in-oil bitumen dispersions and methods for producing paving compositions from the same
JPH1080662A (en) Method for forming coating film on surface of cement substrate
US5902852A (en) Asphalt cement modification
CN108975760B (en) Reinforcing agent for modifying acidic aggregate asphalt mixture and application
EP2970546A1 (en) Compositions comprising a copolymer of a solid grade oligomer and a hydrophobic monomer and/or a gas-phase monomer and methods of making the same
CN109384418A (en) A kind of airfield pavement, Rapid Road Patching Material and its preparation and construction method
CN110156378A (en) Cement-water-based acrylic resin emulsified bitulith and preparation method thereof
CN114988764B (en) Water emulsion type modified asphalt and application thereof
US5565535A (en) Method for improving the substrate adhesion properties of polymer concrete
JP4960683B2 (en) Manufacturing method of inorganic board
CN105283469A (en) Crosslinked products prepared by ionically crosslinking a solid grade oligomer and a polymer using an ionic crosslinking agent and methods of making the same
US2411634A (en) Bituminous paved surface and method of making the same
CN113801488A (en) Asphalt-based concentrated sealing fabric, preparation method thereof and sand-containing fog seal
CN111847973B (en) Compound double-modified asphalt mixture additive
WO2015091648A1 (en) Compositions prepared using an ionic crosslinking agent and methods of making the same
CN114988765B (en) Water-emulsion modified asphalt suitable for cold mixing and cold paving and application thereof
KR102131053B1 (en) A composition for concrete confusion comprising styrene-acrylate synthetic latex and a manufacturing method thereof
RU2703205C1 (en) Method of producing modified bitumen binder
CN115466520B (en) Reactive normal-temperature asphalt curing mixture and preparation method and application thereof
US5534568A (en) Asphalt cement modification
WO2013115825A1 (en) Compositions comprising asphalt and electrically neutral copolymer dispersions
CN112778961A (en) Environment-friendly adhesive for colored anti-skid pavement and preparation method thereof

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
TA01 Transfer of patent application right
TA01 Transfer of patent application right

Effective date of registration: 20230920

Address after: 124000 Songjiacun, Shuangsheng Street, Shuangtaizi District, Panjin City, Liaoning Province

Applicant after: Liaoning Buyun Transportation New Material Technology Co.,Ltd.

Address before: 529000 axis 5-7, first floor, No. 117, Didong Road, Pengjiang district, Jiangmen City, Guangdong Province

Applicant before: JIANGMEN QIANGDA ROAD MATERIAL Co.,Ltd.

GR01 Patent grant
GR01 Patent grant