CN106431125B - A kind of cold mixing type chromatic bitumen mixture and preparation method - Google Patents

A kind of cold mixing type chromatic bitumen mixture and preparation method Download PDF

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Publication number
CN106431125B
CN106431125B CN201610671088.9A CN201610671088A CN106431125B CN 106431125 B CN106431125 B CN 106431125B CN 201610671088 A CN201610671088 A CN 201610671088A CN 106431125 B CN106431125 B CN 106431125B
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agent
chromatic
cement
stabilizer
mixed
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CN106431125A (en
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何桂平
孙政
侯茜茜
徐世颖
蒋小花
吴世珍
王群
刘星光
马帅
陈剑
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Shenzhen Traffic Engineering Test Center Co., Ltd.
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SHENZHEN HIGHWAY TRAFFIC ENGINEERING TEST CENTER
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    • 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
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • C04B28/04Portland cements
    • 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
    • C04B2201/00Mortars, concrete or artificial stone characterised by specific physical values
    • C04B2201/50Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength

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

Abstract

The invention discloses a kind of cold mixing type chromatic bitumen mixture and preparation methods, including:Choose aromatic naphtha, rubber oil, Petropols, epoxy resin, modifying agent, plasticizer, diluent, diatomite, pigment and stabilizer, and the aromatic naphtha, rubber oil, Petropols, epoxy resin, modifying agent, plasticizer, diluent, diatomite, pigment and stabilizer example in mass ratio are mixed, chromatic bituminous cement is obtained;Emulsifier, stabilizer and antifoaming agent are chosen, and the emulsifier, stabilizer, antifoaming agent and the color asphalt ramming material are mixed in proportion, obtains emulsification chromatic bituminous cement;Selection gathers materials, filler, cement, waterborne curing agent, swelling agent and emulsification chromatic bituminous cement, and by it is described gather materials, filler, cement, waterborne curing agent, swelling agent and emulsification chromatic bituminous cement mix in proportion, obtain cold mixing type chromatic bitumen mixture.

Description

A kind of cold mixing type chromatic bitumen mixture and preparation method
Technical field
The present invention relates to cold in ground surface material technical field more particularly to city Lv Dao, bus zone, tourist district's road Mix type chromatic bitumen mixture and preparation method.
Background technology
With the rapid development of the national economy, the infrastructures such as highway road and urban road also stable development, people For the chromaticity of urban road material, harmony, more stringent requirements are proposed.Get used to Baise road surface (cement of traditional dullness Concrete road surface) and dark-coloured pavement (asphalt concrete pavement), a kind of novel Colorful Asphalt Pavement, which is increasingly becoming, improves people The development trend of dull vision.Colorful Asphalt Pavement induces wagon flow effect, beautifying city, road improvement environment with it and improves row The advantages that vehicle safety and be widely used in avenue, tourist attraction road, the green road in city and various turnings, speed limit, friendship Pitch area.
Current color asphalt technology includes mainly three kinds.First, it is acted on by colloid mill together with pitch using pigment It is used to prepare chromatic bitumen mixture after being prepared into color asphalt, there is costs for chromatic bitumen mixture prepared by this method High, durability difference disadvantage.Second, the chromatic bitumen mixture for preparation of partly commonly gathering materials is substituted using gathering materials for dyeing, but It is that chromatic bitumen mixture prepared by this scheme haves the shortcomings that color is single.Third, using outer addition inorganic color pigment Method prepare chromatic bitumen mixture, chromatic bitumen mixture prepared by this method, which exists, bonds force difference, durability difference Disadvantage.
Chromatic bitumen mixture is frequently used for the express zone such as city Lv Dao, intersection, turning crossing, such region Often machine spreading, roll least convenient area, directly affect the construction quality of chromatic bitumen mixture, largely deposit In the problem of compactness deficiency, cause the colored road surface porosity constructed excessive, accelerates under rainwater and appropriate load action The destruction of colored road surface.In addition, there are expensive, organic modifiers and inorganic pigment are viscous for the best color asphalt technology of effect The shortcomings of knot property is poor, high-temperature behavior is poor, this also constrains the development of this technology, and the cold mixing type color road based on color asphalt The research in face is applied just less.
For when the generally existing in first three chromatic bitumen mixture preparation method the shortcomings that, consider green for city The defect when express zone such as road, intersection, turning crossing in terms of chromatic bitumen mixture construction, the present invention propose a kind of cold It mixes, the new type colorful asphalt of high-adhesion energy, high-durability, color duration length.
Invention content
In order to solve the above technical problems, the object of the present invention is to provide a kind of cold mixing type chromatic bitumen mixture and preparation sides Method, ground surface material prepared by this method have the characteristics that cold mixing, high-adhesion energy, high-durability, color duration length.
The purpose of the present invention is realized by technical solution below:
A kind of cold mixing type chromatic bitumen mixture, including:Aromatic naphtha, rubber oil, Petropols, epoxy resin, modifying agent, Plasticizer, diluent, diatomite, pigment, stabilizer, water, emulsifier, antifoaming agent, gather materials, filler, cement, waterborne curing agent and Swelling agent.
A kind of preparation method of cold mixing type chromatic bitumen mixture, including:
Choose aromatic naphtha, rubber oil, Petropols, epoxy resin, modifying agent, plasticizer, diluent, diatomite, pigment And stabilizer, and by the aromatic naphtha, rubber oil, Petropols, epoxy resin, modifying agent, plasticizer, diluent, diatom Soil, pigment and stabilizer are 100 in mass ratio:10~15:20~40:10~20:5~10:5~10:2~6:10~15:15 ~20:0.5~1 ratio is mixed, and chromatic bituminous cement is obtained;
Choose emulsifier, stabilizer and antifoaming agent, and by the emulsifier, stabilizer, antifoaming agent and the color asphalt Ramming material is according to 80~100:0.5~1.0:1~5:0.2~0.6~100:80 ratio is mixed, and emulsification color asphalt is obtained Cementitious matter;
Selection gathers materials, filler, cement, waterborne curing agent, swelling agent and emulsification chromatic bituminous cement, and by the collection Material, filler, cement, waterborne curing agent, swelling agent and emulsification chromatic bituminous cement press 100:2~6:1~2:2~6:1~5: 10~15 ratio is mixed, and cold mixing type chromatic bitumen mixture is obtained.
Compared with prior art, one or more embodiments of the invention can have the following advantages that:
It is basic component (its effect is equal to the asphalitine in four big component of matrix pitch) with aromatic naphtha, passes through asphalt mixtures modified by epoxy resin Fat carries out compound thickening to high aromatic oil simultaneously with Petropols two-component, and wherein Petropols are dispersed in aromatic naphtha, The effect of enhancing aromatic naphtha itself glues toughness is played, epoxy resin is then by when preparing cold mixing type chromatic bitumen mixture Time is reacted by being cured with waterborne curing agent, and the cured product of formation is the high binding material of thermosetting property, can interweave and run through In aromatic naphtha matrix, and then greatly promote whole high temperature resistance and adhesive property.Modifying agent is primarily to promoted whole The overall performance of body material, especially crack resistance at low-temperature.In order to improve point of the SBS modifier/SBR modifying agent in aromatic naphtha Effect is dissipated, effectively modifying agent can be softened using rubber oil, and then improves the swelling reaction of modifying agent, enhances modified effect Fruit.In addition, rubber oil itself also acts the effect of the oil in four big component of matrix pitch.Cold mixing type chromatic bitumen mixture Intensity the pitch matrix, epoxy resin-cured product and the cement water that are mainly formed by various modified components and aromatic naphtha Change product and the offer of organo-mineral complexing cementing material is provided, passes through the coordination of ratio and key component between this three Control, form the network structure of intertexture symbiosis, can be effectively improved conventional emulsification asphalt and aggregate bond loosely, high and low temperature The disadvantage of energy difference.In addition, diatomite is blended with color pigment, diatomaceous porosity characteristic and its good compatible with aromatic naphtha is utilized Property can alleviate the shortcomings that inorganic pigment and aromatic naphtha bond force difference, to ensure that the resistance to stripping of color and luster during colored road surface is on active service It falls.Emulsification chromatic bituminous cement proposed by the present invention has cold mixing, high-strength cohesive force, excellent flexibility, durability and supports There is heat to mix drip for the significant advantages such as anti-high and low-temp destruction, Water Damage, stain resistant, prepared cold mixing type chromatic bitumen mixture High-temperature behavior, cryogenic property, water stabilizing and the mechanical property of green mixture.
Specific implementation mode
To make the object, technical solutions and advantages of the present invention clearer, below in conjunction with embodiment to the present invention make into The detailed description of one step.
Embodiment 1
The preparation of chromatic bituminous cement:
It is aromatic naphtha in mass ratio:Rubber oil:Petropols:Epoxy resin:Modifying agent:Plasticizer:Diluent:Diatom Soil:Pigment:Stabilizer A=100:10:20:10:5:5:2:10:15:0.5, choose aromatic naphtha, rubber oil, Petropols, epoxy Resin, modifying agent, plasticizer, diluent, diatomite, pigment and stabilizer A, it is spare.
Rubber oil is heated to 140 DEG C first, modifying agent, modifying agent lasting stirring after the completion of being added are added while stirring 15min forms it into uniform mixture A.Epoxy resin is uniformly mixed with diluent, obtains mixture B.By pigment and silicon Diatomaceous earth is uniformly mixed, and obtains mixture C.Reaction vessel is heated to 160 DEG C or so, sequentially adds aromatic naphtha and Petropols, After the two is melt-blended, mixture A is added, opens shearing equipment, low speed (2500r/min) shears 10min, then high speed (7000r/min) shears 6min.Low velocity shear speed (2500r/min) and 160 DEG C of heating temperatures are kept, mixing is gradually added Object B, mixture C, stabilizer A, persistently stir 20min, and then high speed (7000r/min) shears 12min.Completion will be stirred to react Mixture be placed in 175 DEG C of thermostatic containers, heat preservation development 1.5h is to get to chromatic bituminous cement.
Chromatic bituminous cement is emulsified to prepare:
By quality color bituminous cements:Water:Emulsifier:Stabilizer B:Antifoaming agent=100:80:0.50:1:0.2, it chooses Chromatic bituminous cement, emulsifier, stabilizer B and the antifoaming agent of above-mentioned preparation, it is spare.
Chromatic bituminous cement heating is melted to flow regime, then example in mass ratio is by emulsifier, stabilizer and defoaming Agent, which is added to the water, is made water solution mixture, and then the chromatic bituminous cement of flowable state is added together with water solution mixture In colloid mill (10 μm of gap of control colloid mill discharging), colloid mill shear agitation is opened, discharging 50% obtains prefabricated to finished pot Product.It controls colloid mill to discharge 6 μm of gap, the surplus material in colloid mill discharges into finished pot after shear agitation, and it is prefabricated Product are mixed together and obtain emulsification chromatic bituminous cement together, and emulsification chromatic bituminous cement storage time is to be no more than 7 days It is advisable, i.e. production uses.
The preparation of cold mixing type chromatic bitumen mixture:
Gather materials in mass ratio:Filler:Cement:Emulsify chromatic bituminous cement:Waterborne curing agent:Swelling agent=100:2:1: 10:2:1, choose gather materials, filler, cement, above-mentioned preparation emulsification chromatic bituminous cement, waterborne curing agent and swelling agent, it is standby With.
It is added into agitated kettle after first emulsification chromatic bituminous cement is mixed with waterborne curing agent and stirs 90s, then added Enter cement mixing 60s, be subsequently added into aggregate stirring 90s, is eventually adding filler stirring 60s to get mixed to cold mixing type color asphalt Close material.
Above-mentioned aromatic naphtha is the commercial product of 75% or more arene content.
Above-mentioned rubber oil is naphthenic rubber oil.
Above-mentioned Petropols are C5 Petropols.
Above-mentioned epoxy resin is E51 epoxy resin.
Above-mentioned modifying agent is SBS modifier.
Above-mentioned plasticizer is dioctyl phthalate.
Above-mentioned diluent is dimethylbenzene.
Above-mentioned diatomite is terra silicea purificata.
Above-mentioned pigment is iron oxide red (particle size distribution is in 10um-20um), titanium chrome green.
Above-mentioned stabilizer A is sulphur.
Above-mentioned emulsifier is cationic emulsifier.
Above-mentioned stabilizer B is calcium chloride (CaCl2)。
Above-mentioned antifoaming agent is ammonium salt cationic surfactant.
Above-mentioned gathering materials is gathered materials for grain size 0-4.75mm, 4.75mm square hole screens percent of pass 90.5%, and 1.18mm square hole screens are logical Cross rate 52.5%, 0.075mm square hole screens percent of pass 6.4%.
Above-mentioned filler is limestone dust, the percent of pass 92.4% of 0.15mm square hole screens, 0.075mm square hole screen percent of pass 80.4%.
Above-mentioned cement is PO32.5 Portland cements.
Above-mentioned waterborne curing agent is non-ion aqueous curing agent.
Above-mentioned swelling agent is UEA swelling agents.
Embodiment 2
The preparation of chromatic bituminous cement:
It is aromatic naphtha in mass ratio:Rubber oil:Petropols:Epoxy resin:Modifying agent:Plasticizer:Diluent:Diatom Soil:Pigment:Stabilizer A=100:11:25:12:6:6:3:11:16:0.6, choose aromatic naphtha, rubber oil, Petropols, epoxy Resin, modifying agent, plasticizer, diluent, diatomite, pigment and stabilizer A, it is spare.
Rubber oil is heated to 140 DEG C first, modifying agent, modifying agent lasting stirring after the completion of being added are added while stirring 15min forms it into uniform mixture A.Epoxy resin is uniformly mixed with diluent, obtains mixture B.By pigment and silicon Diatomaceous earth is uniformly mixed, and obtains mixture C.Reaction vessel is heated to 160 DEG C or so, sequentially adds aromatic naphtha and Petropols, After the two is melt-blended, mixture A is added, opens shearing equipment, low speed (2500r/min) shears 10min, then high speed (7000r/min) shears 6min.Low velocity shear speed (2500r/min) and 160 DEG C of heating temperatures are kept, mixing is gradually added Object B, mixture C, stabilizer A, persistently stir 20min, and then high speed (7000r/min) shears 12min.Completion will be stirred to react Mixture be placed in 175 DEG C of thermostatic containers, heat preservation development 1.5h is to get to chromatic bituminous cement.
Chromatic bituminous cement is emulsified to prepare:
By quality color bituminous cements:Water:Emulsifier:Stabilizer B:Antifoaming agent=100:84:0.6:1:0.3, it chooses Chromatic bituminous cement, emulsifier, stabilizer B and the antifoaming agent of above-mentioned preparation, it is spare.
Chromatic bituminous cement heating is melted to flow regime, then example in mass ratio is by emulsifier, stabilizer and defoaming Agent, which is added to the water, is made water solution mixture, and then the chromatic bituminous cement of flowable state is added together with water solution mixture In colloid mill (10 μm of gap of control colloid mill discharging), colloid mill shear agitation is opened, discharging 50% obtains prefabricated to finished pot Product.It controls colloid mill to discharge 6 μm of gap, the surplus material in colloid mill discharges into finished pot after shear agitation, and it is prefabricated Product are mixed together and obtain emulsification chromatic bituminous cement together, and emulsification chromatic bituminous cement storage time is to be no more than 7 days It is advisable, it is proposed that i.e. production uses.
The preparation of cold mixing type chromatic bitumen mixture:
Gather materials in mass ratio:Filler:Cement:Emulsify chromatic bituminous cement:Waterborne curing agent:Swelling agent=100:3: 1.2:11:3:2, choose gather materials, filler, cement, above-mentioned preparation emulsification chromatic bituminous cement, waterborne curing agent and expansion Agent, it is spare.
It is added into agitated kettle after first emulsification chromatic bituminous cement is mixed with waterborne curing agent and stirs 90s, then added Enter cement mixing 60s, be subsequently added into aggregate stirring 90s, is eventually adding filler stirring 60s to get mixed to cold mixing type color asphalt Close material.
Above-mentioned aromatic naphtha is the commercial product of 75% or more arene content.
Above-mentioned rubber oil is aryl rubber oil.
Above-mentioned Petropols are C9 Petropols.
Above-mentioned epoxy resin is E44 epoxy resin.
Above-mentioned modifying agent is SBR modifying agent.
Above-mentioned plasticizer is dibutyl phthalate.
Above-mentioned diluent is acetone.
Above-mentioned diatomite is terra silicea purificata.
Above-mentioned pigment is iron oxide red (particle size distribution is in 10um-20um), titanium chrome green.
Above-mentioned stabilizer A is sulphur.
Above-mentioned emulsifier is cationic emulsifier.
Above-mentioned stabilizer B is calcium chloride (CaCl2)。
Above-mentioned antifoaming agent is ammonium salt cationic surfactant.
Above-mentioned gathering materials is gathered materials for grain size 0-4.75mm, 4.75mm square hole screens percent of pass 92.2%, and 1.18mm square hole screens are logical Cross rate 62.4%, 0.075mm square hole screens percent of pass 7.5%.
Above-mentioned filler is limestone dust, the percent of pass 92.8% of 0.15mm square hole screens, 0.075mm square hole screen percent of pass 86.5%.
Above-mentioned cement is PO42.5 Portland cements.
Above-mentioned waterborne curing agent is cation-type water-thinned curing agent.
Above-mentioned swelling agent is UEA swelling agents.
Embodiment 3
The preparation of chromatic bituminous cement:
It is aromatic naphtha in mass ratio:Rubber oil:Petropols:Epoxy resin:Modifying agent:Plasticizer:Diluent:Diatom Soil:Pigment:Stabilizer A=100:12:30:15:7:7:4:12:17:0.7, choose aromatic naphtha, rubber oil, Petropols, epoxy Resin, modifying agent, plasticizer, diluent, diatomite, pigment and stabilizer A, it is spare.
Rubber oil is heated to 140 DEG C first, modifying agent, modifying agent lasting stirring after the completion of being added are added while stirring 15min forms it into uniform mixture A.Epoxy resin is uniformly mixed with diluent, obtains mixture B.By pigment and silicon Diatomaceous earth is uniformly mixed, and obtains mixture C.Reaction vessel is heated to 160 DEG C or so, sequentially adds aromatic naphtha and Petropols, After the two is melt-blended, mixture A is added, opens shearing equipment, low speed (2500r/min) shears 10min, then high speed (7000r/min) shears 6min.Low velocity shear speed (2500r/min) and 160 DEG C of heating temperatures are kept, mixing is gradually added Object B, mixture C, stabilizer A, persistently stir 20min, and then high speed (7000r/min) shears 12min.Completion will be stirred to react Mixture be placed in 175 DEG C of thermostatic containers, heat preservation development 1.5h is to get to chromatic bituminous cement.
Chromatic bituminous cement is emulsified to prepare:
By quality color bituminous cements:Water:Emulsifier:Stabilizer B:Antifoaming agent=100:90:0.7:3:0.4, it chooses Chromatic bituminous cement, emulsifier, stabilizer B and the antifoaming agent of above-mentioned preparation, it is spare.
Chromatic bituminous cement heating is melted to flow regime, then example in mass ratio is by emulsifier, stabilizer and defoaming Agent, which is added to the water, is made water solution mixture, and then the chromatic bituminous cement of flowable state is added together with water solution mixture In colloid mill (10 μm of gap of control colloid mill discharging), colloid mill shear agitation is opened, discharging 50% obtains prefabricated to finished pot Product.It controls colloid mill to discharge 6 μm of gap, the surplus material in colloid mill discharges into finished pot after shear agitation, and it is prefabricated Product are mixed together and obtain emulsification chromatic bituminous cement together, and emulsification chromatic bituminous cement storage time is to be no more than 7 days It is advisable, it is proposed that i.e. production uses.
It is prepared by cold mixing type chromatic bitumen mixture:
Gather materials in mass ratio:Filler:Cement:Emulsify chromatic bituminous cement:Waterborne curing agent:Swelling agent=100:4: 1.5:10:3:2, choose gather materials, filler, cement, above-mentioned preparation emulsification chromatic bituminous cement, waterborne curing agent and expansion Agent, it is spare.
It is added into agitated kettle after first emulsification chromatic bituminous cement is mixed with waterborne curing agent and stirs 90s, then added Enter cement mixing 60s, be subsequently added into aggregate stirring 90s, is eventually adding filler stirring 60s to get mixed to cold mixing type color asphalt Close material.
Above-mentioned aromatic naphtha is the commercial product of 75% or more arene content.
Above-mentioned rubber oil is naphthenic rubber oil.
Above-mentioned Petropols are C9 Petropols.
Above-mentioned epoxy resin is E44 epoxy resin.
Above-mentioned modifying agent is SBS modifier.
Above-mentioned plasticizer is dioctyl phthalate.
Above-mentioned diluent is acetone.
Above-mentioned diatomite is terra silicea purificata.
Above-mentioned pigment is iron oxide red (particle size distribution is in 10um-20um), titanium chrome green.
Above-mentioned stabilizer A is sulphur.
Above-mentioned emulsifier is cationic emulsifier.
Above-mentioned stabilizer B is calcium chloride (CaCl2)。
Above-mentioned antifoaming agent is ammonium salt cationic surfactant.
Above-mentioned gathering materials is gathered materials for grain size 0-4.75mm, 4.75mm square hole screens percent of pass 90.8%, and 1.18mm square hole screens are logical Cross rate 53.8%, 0.075mm square hole screens percent of pass 5.4%.
Above-mentioned filler is limestone dust, the percent of pass 94.6% of 0.15mm square hole screens, 0.075mm square hole screen percent of pass 80.9%.
Above-mentioned cement is PO42.5 Portland cements.
Above-mentioned waterborne curing agent is cation-type water-thinned curing agent.
Above-mentioned swelling agent is UEA swelling agents.
Embodiment 4
The preparation of chromatic bituminous cement:
It is aromatic naphtha in mass ratio:Rubber oil:Petropols:Epoxy resin:Modifying agent:Plasticizer:Diluent:Diatom Soil:Pigment:Stabilizer A=100:14:20:15:8:5:2:15:18:1, choose aromatic naphtha, rubber oil, Petropols, asphalt mixtures modified by epoxy resin Fat, modifying agent, plasticizer, diluent, diatomite, pigment and stabilizer A, it is spare.
Rubber oil is heated to 140 DEG C first, modifying agent, modifying agent lasting stirring after the completion of being added are added while stirring 15min forms it into uniform mixture A.Epoxy resin is uniformly mixed with diluent, obtains mixture B.By pigment and silicon Diatomaceous earth is uniformly mixed, and obtains mixture C.Reaction vessel is heated to 160 DEG C or so, sequentially adds aromatic naphtha and Petropols, After the two is melt-blended, mixture A is added, opens shearing equipment, low speed (2500r/min) shears 10min, then high speed (7000r/min) shears 6min.Low velocity shear speed (2500r/min) and 160 DEG C of heating temperatures are kept, mixing is gradually added Object B, mixture C, stabilizer A, persistently stir 20min, and then high speed (7000r/min) shears 12min.Completion will be stirred to react Mixture be placed in 175 DEG C of thermostatic containers, heat preservation development 1.5h is to get to chromatic bituminous cement.
Chromatic bituminous cement is emulsified to prepare:
By quality color bituminous cements:Water:Emulsifier:Stabilizer B:Antifoaming agent=100:95:0.8:4:0.5, it chooses Chromatic bituminous cement, emulsifier, stabilizer B and the antifoaming agent of above-mentioned preparation, it is spare.
Chromatic bituminous cement heating is melted to flow regime, then example in mass ratio is by emulsifier, stabilizer and defoaming Agent, which is added to the water, is made water solution mixture, and then the chromatic bituminous cement of flowable state is added together with water solution mixture In colloid mill (10 μm of gap of control colloid mill discharging), colloid mill shear agitation is opened, discharging 50% obtains prefabricated to finished pot Product.It controls colloid mill to discharge 6 μm of gap, the surplus material in colloid mill discharges into finished pot after shear agitation, and it is prefabricated Product are mixed together and obtain emulsification chromatic bituminous cement together, and emulsification chromatic bituminous cement storage time is to be no more than 7 days It is advisable, it is proposed that i.e. production uses.
It is prepared by cold mixing type chromatic bitumen mixture:
Gather materials in mass ratio:Filler:Cement:Emulsify chromatic bituminous cement:Waterborne curing agent:Swelling agent=100:2:2: 14:5:4, choose gather materials, filler, cement, above-mentioned preparation emulsification chromatic bituminous cement, waterborne curing agent and swelling agent, it is standby With.
It is added into agitated kettle after first emulsification chromatic bituminous cement is mixed with waterborne curing agent and stirs 90s, then added Enter cement mixing 60s, be subsequently added into aggregate stirring 90s, is eventually adding filler stirring 60s to get mixed to cold mixing type color asphalt Close material.
Above-mentioned aromatic naphtha is the commercial product of 75% or more arene content.
Above-mentioned rubber oil is aryl rubber oil.
Above-mentioned Petropols are C5 Petropols.
Above-mentioned epoxy resin is E51 epoxy resin.
Above-mentioned modifying agent is SBR modifying agent.
Above-mentioned plasticizer is dibutyl phthalate.
Above-mentioned diluent is acetone.
Above-mentioned diatomite is terra silicea purificata.
Above-mentioned pigment is iron oxide red (particle size distribution is in 10um-20um), titanium chrome green.
Above-mentioned stabilizer A is sulphur.
Above-mentioned emulsifier is cationic emulsifier.
Above-mentioned stabilizer B is calcium chloride (CaCl2)。
Above-mentioned antifoaming agent is ammonium salt cationic surfactant.
Above-mentioned gathering materials is gathered materials for grain size 0-4.75mm, 4.75mm square hole screens percent of pass 91.5%, and 1.18mm square hole screens are logical Cross rate 63.2%, 0.075mm square hole screens percent of pass 8.8%.
Above-mentioned filler is limestone dust, the percent of pass 94.5% of 0.15mm square hole screens, 0.075mm square hole screen percent of pass 90.2%.
Above-mentioned cement is PO42.5 Portland cements.
Above-mentioned waterborne curing agent is cation-type water-thinned curing agent.
Above-mentioned swelling agent is UEA swelling agents.
Embodiment 5
The preparation of chromatic bituminous cement:
It is aromatic naphtha in mass ratio:Rubber oil:Petropols:Epoxy resin:Modifying agent:Plasticizer:Diluent:Diatom Soil:Pigment:Stabilizer A=100:15:40:20:10:10:6:15:20:1, choose aromatic naphtha, rubber oil, Petropols, epoxy Resin, modifying agent, plasticizer, diluent, diatomite, pigment and stabilizer A, it is spare.
Rubber oil is heated to 140 DEG C first, modifying agent, modifying agent lasting stirring after the completion of being added are added while stirring 15min forms it into uniform mixture A.Epoxy resin is uniformly mixed with diluent, obtains mixture B.By pigment and silicon Diatomaceous earth is uniformly mixed, and obtains mixture C.Reaction vessel is heated to 160 DEG C or so, sequentially adds aromatic naphtha and Petropols, After the two is melt-blended, mixture A is added, opens shearing equipment, low speed (2500r/min) shears 10min, then high speed (7000r/min) shears 6min.Low velocity shear speed (2500r/min) and 160 DEG C of heating temperatures are kept, mixing is gradually added Object B, mixture C, stabilizer A, persistently stir 20min, and then high speed (7000r/min) shears 12min.Completion will be stirred to react Mixture be placed in 175 DEG C of thermostatic containers, heat preservation development 1.5h is to get to chromatic bituminous cement.
Chromatic bituminous cement is emulsified to prepare:
By quality color bituminous cements:Water:Emulsifier:Stabilizer B:Antifoaming agent=100:80~100:0.5~1.0:1 ~5:0.2~0.6, chromatic bituminous cement, emulsifier, stabilizer B and the antifoaming agent of above-mentioned preparation are chosen, it is spare.
Chromatic bituminous cement heating is melted to flow regime, then example in mass ratio is by emulsifier, stabilizer and defoaming Agent, which is added to the water, is made water solution mixture, and then the chromatic bituminous cement of flowable state is added together with water solution mixture In colloid mill (10 μm of gap of control colloid mill discharging), colloid mill shear agitation is opened, discharging 50% obtains prefabricated to finished pot Product.It controls colloid mill to discharge 6 μm of gap, the surplus material in colloid mill discharges into finished pot after shear agitation, and it is prefabricated Product are mixed together and obtain emulsification chromatic bituminous cement together, and emulsification chromatic bituminous cement storage time is to be no more than 7 days It is advisable, it is proposed that i.e. production uses.
It is prepared by cold mixing type chromatic bitumen mixture:
Gather materials in mass ratio:Filler:Cement:Emulsify chromatic bituminous cement:Waterborne curing agent:Swelling agent=100:6:2: 15:6:5, choose gather materials, filler, cement, above-mentioned preparation emulsification chromatic bituminous cement, waterborne curing agent and swelling agent, it is standby With.
It is added into agitated kettle after first emulsification chromatic bituminous cement is mixed with waterborne curing agent and stirs 90s, then added Enter cement mixing 60s, be subsequently added into aggregate stirring 90s, is eventually adding filler stirring 60s to get mixed to cold mixing type color asphalt Close material.
Above-mentioned aromatic naphtha is 75% or more arene content;
Above-mentioned rubber oil is aryl rubber oil.
Above-mentioned Petropols are C5 Petropols.
Above-mentioned epoxy resin is E44 epoxy resin.
Above-mentioned modifying agent is SBS modifier.
Above-mentioned plasticizer is dibutyl phthalate.
Above-mentioned diluent is acetone.
Above-mentioned diatomite is terra silicea purificata.
Above-mentioned pigment is iron oxide red (particle size distribution is in 10um-20um), titanium chrome green.
Above-mentioned stabilizer A is sulphur.
Above-mentioned emulsifier is cationic emulsifier.
Above-mentioned stabilizer B is calcium chloride (CaCl2)。
Above-mentioned antifoaming agent is ammonium salt cationic surfactant.
Above-mentioned gathering materials is gathered materials for grain size 0-4.75mm, 4.75mm square hole screens percent of pass 94.2%, and 1.18mm square hole screens are logical Cross rate 66.8%, 0.075mm square hole screens percent of pass 9.2%.
Above-mentioned filler is limestone dust, the percent of pass 92.4% of 0.15mm square hole screens, 0.075mm square hole screen percent of pass 84.7%.
Above-mentioned cement is PO42.5 Portland cements.
Above-mentioned waterborne curing agent is cation-type water-thinned curing agent.
Above-mentioned swelling agent is UEA swelling agents.
The performance test of each parameter of cold mixing type chromatic bitumen mixture prepared by above-described embodiment refers to asphalt Testing standard, embodiment performance test parameter value are shown in Table 1:
1. wheel tracking test:《Highway engineering pitch and Asphalt Mixture Experiment regulation》JTG E20-2011(T0719- 2011);
2. water stabilizing is tested, test immersion Marshall residual stability and freeze-thaw split intensity ratio:《Highway engineering drips Green and Asphalt Mixture Experiment regulation》JTG E20-2011(T0709-2011,T0729-2000);
3. low temperature bend test tests -10 DEG C of extreme flexion strains:《Highway engineering pitch and Asphalt Mixture Experiment rule Journey》JTG E20-2011(T 0715-2011);
Shearing strength:Using the uniaxial penetration test at the peaks Tongji University Bi Yu, experimental condition:1. sample is molded:Φ100mm ×100mm;2. test temperature:60 DEG C, keep the temperature 6h;3. loading speed:1mm/min.
Table 1
Although disclosed herein embodiment it is as above, the content is only to facilitate understanding the present invention and adopting Embodiment is not limited to the present invention.Any those skilled in the art to which this invention pertains are not departing from this Under the premise of the disclosed spirit and scope of invention, any modification and change can be made in the implementing form and in details, But the scope of patent protection of the present invention, still should be subject to the scope of the claims as defined in the appended claims.

Claims (7)

1. a kind of preparation method of cold mixing type chromatic bitumen mixture, which is characterized in that the method includes:
Choose aromatic naphtha, rubber oil, Petropols, epoxy resin, modifying agent, plasticizer, diluent, diatomite, pigment and steady Determine agent, and by the aromatic naphtha, rubber oil, Petropols, epoxy resin, modifying agent, plasticizer, diluent, diatomite, face Material and stabilizer are 100 in mass ratio:10~15:20~40:10~20:5~10:5~10:2~6:10~15:15~20: 0.5~1 ratio is mixed, and chromatic bituminous cement is obtained;
Choose emulsifier, stabilizer and antifoaming agent, and by the emulsifier, stabilizer, antifoaming agent and the color asphalt ramming material According to 0.5~1.0:1~5:0.2~0.6:100 ratio is mixed, and emulsification chromatic bituminous cement is obtained;
Selection gathers materials, filler, cement, waterborne curing agent, swelling agent and emulsification chromatic bituminous cement, and gathers materials described, fill out Material, cement, waterborne curing agent, swelling agent and emulsification chromatic bituminous cement press 100:2~6:1~2:2~6:1~5:10~15 Ratio mixed, obtain cold mixing type chromatic bitumen mixture.
2. the preparation method of cold mixing type chromatic bitumen mixture as described in claim 1, which is characterized in that the color asphalt The specific preparation method of cementitious matter includes:
Rubber oil is heated to 140 DEG C, modifying agent is added and is stirred, is uniformly mixed, forms rubber oil and modifying agent mixed liquor;
Epoxy resin is mixed with diluent, obtains epoxy resin mixed liquor;
Pigment is mixed with diatomite, forms diatom earth mixtures;
Be added aromatic naphtha and Petropols in the reaction vessel for being heated to 160 DEG C or so, after mixed melting, be added rubber oil and The mixed liquor of modifying agent carries out low speed and high speed shear respectively;
When low velocity shear and temperature are 160 DEG C, it is separately added into epoxy resin mixed liquor, diatom earth mixtures and stabilizer, and After persistently stirring 20min, high speed shear is carried out;
Mixture after high speed shear is placed in 175 DEG C of containers, heat preservation development 1.5h obtains chromatic bituminous cement.
3. the preparation method of cold mixing type chromatic bitumen mixture as described in claim 1, which is characterized in that the emulsification is colored The preparation method of bituminous cements specifically includes:
Emulsifier, stabilizer and antifoaming agent are added to the water, water solution mixture is made, chromatic bituminous cement is heated and is melted To flow regime;
It will be added in colloid mill together with the chromatic bituminous cement of flowable state and water solution mixture, carry out shear agitation, discharging 50% to obtaining prefabrication in finished pot;
The surplus material in colloid mill is discharged into finished pot after shear agitation, breast is obtained after being mixed together with the prefabrication Change chromatic bituminous cement.
4. the preparation method of cold mixing type chromatic bitumen mixture as described in claim 1, which is characterized in that the cold mixing type is color The preparation method of color asphalt specifically includes:
It is added into agitated kettle after emulsification chromatic bituminous cement is mixed with waterborne curing agent and stirs 90s, cement is then added 60s is stirred, the stirring 90s that gathers materials is subsequently added into, is eventually adding filler stirring 60s to get to cold mixing type chromatic bitumen mixture.
5. the preparation method of cold mixing type chromatic bitumen mixture as described in claim 1, which is characterized in that
Arene content is 75% or more in the aromatic naphtha;
The rubber oil is naphthenic rubber oil or aryl rubber oil;
The Petropols are C5 Petropols or C9 Petropols;
The epoxy resin is E51 epoxy resin or E44 epoxy resin;
The modifying agent is SBS modifier or SBR modifying agent;
The plasticizer is dioctyl phthalate or dibutyl phthalate;
The diluent is dimethylbenzene or acetone;
The pigment is the iron oxide red or titanium chrome green that particle diameter is distributed in 10um-20um;
The stabilizer is sulphur, calcium chloride;
The emulsifier is cationic emulsifier;
The antifoaming agent is ammonium salt cationic surfactant;
The aggregate size is 0-4.75mm;
The filler is limestone dust;
The cement is PO32.5 Portland cements or PO42.5 Portland cements;
The waterborne curing agent is non-ion aqueous curing agent or cation-type water-thinned curing agent;
The swelling agent is UEA swelling agents.
6. the preparation method of cold mixing type chromatic bitumen mixture as claimed in claim 2, which is characterized in that
The stabilizer is sulphur;
Low velocity shear speed is 2500r/min, shear time 10min;High speed shear speed is 7000r/min, shear time For 6min.
7. the preparation method of cold mixing type chromatic bitumen mixture as claimed in claim 3, which is characterized in that
The stabilizer is calcium chloride;
Colloid mill discharging gap is 10 μm.
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101475351A (en) * 2009-01-20 2009-07-08 钦兰成 Cold mixing high polymer modified asphalt concrete and preparing method thereof
CN103131196A (en) * 2011-11-24 2013-06-05 季振禄 High temperature-resistant colored asphalt
CN103741599A (en) * 2014-01-03 2014-04-23 江苏省交通科学研究院股份有限公司 Light cold-mixed resin steel bridge deck pavement material
CN104250446A (en) * 2014-09-24 2014-12-31 北京中杰伟业科技发展有限公司 Warm asphalt modifier and preparation method and application thereof

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101475351A (en) * 2009-01-20 2009-07-08 钦兰成 Cold mixing high polymer modified asphalt concrete and preparing method thereof
CN103131196A (en) * 2011-11-24 2013-06-05 季振禄 High temperature-resistant colored asphalt
CN103741599A (en) * 2014-01-03 2014-04-23 江苏省交通科学研究院股份有限公司 Light cold-mixed resin steel bridge deck pavement material
CN104250446A (en) * 2014-09-24 2014-12-31 北京中杰伟业科技发展有限公司 Warm asphalt modifier and preparation method and application thereof

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
彩色乳化沥青制备技术及其路用性能研究;徐艳;《中国优秀硕士学位论文全文数据库 工程科技II辑》;20160415;第9-69页 *

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