CN102268188B - High viscosity asphalt additive, and preparation method and application thereof - Google Patents

High viscosity asphalt additive, and preparation method and application thereof Download PDF

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CN102268188B
CN102268188B CN 201110141325 CN201110141325A CN102268188B CN 102268188 B CN102268188 B CN 102268188B CN 201110141325 CN201110141325 CN 201110141325 CN 201110141325 A CN201110141325 A CN 201110141325A CN 102268188 B CN102268188 B CN 102268188B
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high viscosity
asphaltum
parts
additive
inhibitor
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CN102268188A (en
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黄冲
缪昌文
刘加平
洪锦祥
徐静
刘至飞
周伟玲
朱晓斌
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Sobute New Materials Co Ltd
Jiangsu Bote New Materials Co Ltd
Jiangsu Research Institute of Building Science Co Ltd
Bote Building Materials Tianjin Co Ltd
Panzhihua Bote Building Materials Co Ltd
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Abstract

The invention discloses a high viscosity asphalt additive, and a preparation method and application thereof. The high viscosity asphalt additive comprises 100 parts of a main agent, 20 to 40 parts of a plasticizer, 10 to 30 parts of a filling material and 3 to 7 parts of a stabilizing agent, wherein, the part refers to mass percentage, the main agent is a mixture of rubber powder and polyethylene-octylene elastomers mixed according to a mass ratio of 1:0.3 to 1:8, the plasticizer is dioctyl terephthalate, and the stabilizing agent is zine stearate. The preparation method comprises the step of evenly mixing the main agent, the plasticizer, the filling material, an anti-aging agent and the stabilizing agent for granulation at a temperature of 150 to 200 DEG C, wherein the addition amount of the above-mentioned components is 5% to 10% of the mass of asphalt. The high viscosity modified asphalt additive can improve performance of the softening point, viscosity, ductility, stability and the like of asphalt.

Description

A kind of asphaltum with high viscosity additive, its preparation method and application thereof
Technical field
The present invention relates to a kind of asphaltum with high viscosity additive, its preparation method and application thereof, belong to the high-viscosity modified asphalt technical field.
Background technology
With the fast development of national bituminous pavement, it is functional is more and more paid attention to.High-viscosity modified asphalt is mainly used in antiskid draining wearing course (OGFC road surface), bridge surface waterproof layer, stress absorbing layer (concrete or steel bridge face waterproof), " paracetamol " improvement project (absorption of stress interlayer) as modified bitumen product of new generation.High-viscosity modified asphalt viscosity is big, and elastic recovery capability is good, and 60 ℃ of viscosity can obviously reduce the reflection crack expansion greater than 20,000 Pa.s, improves bituminous high-temperature behavior, low-temperature performance, damage by water evil performance, fatigue property.
Owing to have differences such as molecular weight, viscosity between properties-correcting agent and the pitch, make the high-viscosity modified asphalt difficulties in dispersion, in addition; Owing to have vinylbenzene in the elastomerics; It dissolves difficulty in pitch, cause polymkeric substance not good to the bituminous modified effect, has influenced the performance of high-viscosity modified asphalt.
In order to solve the viscosity problem of asphaltum with high viscosity, each patent adopts the principal mode of thermoelastic gonosome (SBS, SIS, SEBS) composite petroleum resin as main body properties-correcting agent basically.SBS refers to that thermoplastic elastomer, SEBS refer to styrene-ethylene/butylene-styrene block copolymer, and SIS refers to SIS.
CN200510112315.6 discloses the composite modified asphalt that is used for OGFC of a kind of SEBS of comprising, petroleum resin, polyethylene wax; But the penetration degree that requires matrix pitch is 300; And that penetration degree is 300 matrix pitch is uncommon; Therefore need to add a large amount of perfume oil or machine oil matrix pitch is in harmonious proportion, make troubles to technology.
CN200810207297.3 discloses the asphalt modifier with high viscosity of a kind of SIS of comprising, coumarone indene resin, amine hydroxybenzene, and its thermostability is relatively poor.
CN200510023227.9 has put down in writing a kind of asphalt modifier with high viscosity, is made up of SBS, petroleum resin, zeyssatite, though high-temperature behavior has improvement, but low-temperature performance is relatively poor.
But the asphalt modifier of these patents or asphalt modification method also exist and fail fully to solve properties-correcting agent dissolves difficulty in pitch problem.
Summary of the invention
The object of the present invention is to provide a kind of a kind of asphaltum with high viscosity additive, its preparation method and application thereof that improves performances such as bituminous viscosity, stability.
To achieve these goals, technical scheme of the present invention is:
A kind of asphaltum with high viscosity additive; Comprise 100 parts of hosts, 20~40 parts in softening agent, 10~30 parts of fillers, 3~7 parts of stablizers; Said umber is a mass fraction; Said host is that rubber powder and Vilaterm octene elastomer mass ratio are 1: 0.3~1: 8 mixture, and said softening agent is a dioctyl terephthalate, and stablizer is a Zinic stearas.
Said asphaltum with high viscosity additive also comprises 5~10 parts of inhibitors, and said umber is a mass fraction.Described inhibitor is preferably the phenol inhibitor; 2,6 di tert butyl 4 methyl phenol, 2,2 more preferably, the mixture of one or more any proportionings in-methylene-bis (4-methyl-6-tert butyl phenol) and the p-tert-butylphenol.Inhibitor further is preferably a kind of.
Described Vilaterm octene elastomer is that 190 ℃, load are 0.5-4.5g/10min for the melting index under the 2.16Kg condition in temperature.
Described filler is preferably the mixture of one or both any proportionings in sodium bentonite and the talcum powder, and the order number is preferably 400~600.Filler is more preferably a kind of.
The preparation method of described a kind of asphaltum with high viscosity additive is: with host, softening agent, filler, inhibitor, stablizer, granulation even at 150 ℃ of-200 ℃ of consolutes.
Said preparation method is prepared as the particle that maximum radial dimension is not more than 7mm in order to make gained additive ability uniform mixing in asphalt mixture.Particle shape can be different shape.
Radial dimension according to the invention refers to any distance between two points on the particle.
The preparation method of described a kind of asphaltum with high viscosity additive specifically can prepare according to following method: after host, softening agent, filler, inhibitor, stablizer are carried out the thorough mixing material in proportion at normal temperatures; Adding temperature is in 150 ℃ of-200 ℃ of twin screw extruders; Extrude behind fusion, the mixing, extruded velocity is 30-50 rev/min.Extrudate cooled off to normal temperature cutting through recirculated water promptly get the asphaltum with high viscosity additive, the asphaltum with high viscosity additive granules can be shapes such as spherical, cylindrical, long strip shape, controls the particle maximum radial dimension and is not more than 7mm.
Described a kind of asphaltum with high viscosity Application of Additives, its volume is the 5%-10% of asphalt quality.Volume of the present invention refers to that the asphaltum with high viscosity additive is with respect to the bituminous mass percent.
Said a kind of high-viscosity modified asphalt additive; When it was used for producing high-viscosity modified asphalt, its production technique was: earlier matrix pitch AH-70 or AH-90 are heated to 160 ℃ of molten states, add matrix pitch in 185 ℃ of oil bath pans; Asphaltum with high viscosity additive (accounting for the mass percent of the matrix pitch) stirring at low speed 30 minutes that adds 5%-10% then; Stirring velocity is 400-1000 rev/min, after stirring at low speed finishes, adopts impeller to shear; The shears rotating speed is controlled at 3000-5000 rev/min, can make high-viscosity modified asphalt in shear time 60-90 minute.
Above-mentioned a kind of high-viscosity modified asphalt additive; When it directly is used for producing the asphaltum with high viscosity compound constantly; Its production technique is: will gather materials is warming up to 190 ℃, adds in the agitator kettle then and stirs, and asphaltum with high viscosity additive (accounting for the mass ratio of the matrix pitch) continued that drops into 5%-10% behind the stirring 10s stirs 5-10s; Add matrix pitch then, can make the asphaltum with high viscosity compound after continuing to stir 35-50s.
Advantages such as that the softening agent dioctyl terephthalate has is heat-resisting, cold-resistant, difficult volatilization, flexibility are good, and nontoxic, pollution-free, the feature of environmental protection is high; Filler not only to pitch strengthen, toughening effect, can reduce cost simultaneously and help granulation; Inhibitor can reduce bituminous thermal ageing and photoaging, simultaneously pitch is had strengthening action; Stablizer can make each component play one's part to the full, and avoids under the condition of high temperature additive and pitch to emanate.
High-viscosity modified asphalt additive of the present invention is as a kind of additive that can mix outward; Penetration of bitumens is not required; And the solvability in pitch is good, and cost is low, can improve performances such as pitch softening point, viscosity, ductility, stability; High-viscosity modified asphalt with this asphaltum with high viscosity additive preparation goes out can be used for OGFC road surface and bridge deck water-proof stress absorbing layer paracetamol engineering; Also can directly add gather materials with matrix pitch in prepare the asphaltum with high viscosity compound, be applied to the OGFC road surface, it is aging to have reduced bituminous, improves the cling property on road surface, technology is simple.
Embodiment
In order to understand the present invention better, further illustrate content of the present invention below in conjunction with embodiment, but content of the present invention not only is confined to following embodiment.
The present invention, the density of asphaltum with high viscosity additive is carried out according to the TP among the GB1033-70, and color is estimated, and the melt index test is carried out according to the TP among the GB/T 3682-2000, and wherein, test temperature is 170 ℃, loads to be 2.16Kg.
The performance of high-viscosity modified asphalt is all carried out according to the regulation among " highway engineering pitch and asphalt testing regulation " JTJ 052-2000.
Embodiment 1:
100 parts of hosts, 20 parts in softening agent, 10 parts of fillers, 5 parts of inhibitors, 3 parts of stablizers; Wherein, host is that rubber powder and Vilaterm octene elastomer mass ratio are 1: 0.3 mixture, and rubber powder is from middle win rubber technology ltd; The order number is 40; The Vilaterm octene elastomer is LG-DOW POE 8150, melting index (190 ℃ 2.16Kg) are 0.5g/10min; Softening agent is a dioctyl terephthalate, from the difficult to understand triumphant chemical industry in Shandong ltd; Filler is a sodium bentonite, and from Xinyang Pingqiao District sunlight wilkinite factory, the order number is 600 orders; Inhibitor is a Huangyan board antioxidant 264 (2,6 di tert butyl 4 methyl phenol), from Guangzhou this rubber raw materials of power ltd; Stablizer is a Zinic stearas, and technical grade is from the industrial corporation of relying on oneself of Qingdao Red Star chemical industry group.
Each component of host, softening agent, filler, inhibitor and stablizer is added the section of refining in the twin screw extruder in proportion; The first mixing section temperature is controlled to be 150 ℃; The second mixing section temperature is controlled to be 180 ℃, and extruded velocity is 30 rev/mins, and granulation goes out to be of a size of the spherule of 5mm.
The technical indicator of the asphaltum with high viscosity additive of preparing is as shown in table 1,
Table 1 asphaltum with high viscosity additive technology index
Density/g/cm3 Color Melt index g/10min (170 ℃, 2.16Kg)
0.967 Black 6.9
The asphaltum with high viscosity additive of preparing is added into prepares high-viscosity modified asphalt in the matrix pitch; Its preparation technology is: matrix pitch AH-70 (Jiangshu Baoli Pitch Co., Ltd.) heating and melting shape and input are gone in 185 ℃ of oil bath pans; Add a certain amount of asphaltum with high viscosity additive, first stirring at low speed 30 minutes, rotating speed is 800 rev/mins; Sheared 1 hour with high-speed shearing machine then; Rotating speed is 5000 rev/mins, and additive fully dissolves, and the technical indicator of the high-viscosity modified asphalt of preparing is as shown in table 2.Asphaltum with high viscosity additive volume is the mass percent with respect to matrix pitch.
The performance of the high-viscosity modified asphalt that the asphaltum with high viscosity additive preparation of the different volumes of table 2 goes out
In the table 2, residue is the product of pitch rotating thin film after aging behind the RTFOT, the process of simulation ageing of asphalt, its penetration ratio is bigger, quality change is more little, ductility and wear out before approaching more, show that then the bituminous ageing resistance is good more.
Embodiment 2:
100 parts of hosts, 40 parts in softening agent, 30 parts of fillers, 10 parts of inhibitors, 7 parts of stablizers; Wherein, host is that rubber powder and Vilaterm octene elastomer mass ratio are 1: 8 mixture, and rubber powder is from middle win rubber technology ltd; The order number is 60; The Vilaterm octene elastomer is LG-DOW POE 8150, melting index (190 ℃ 2.16Kg) are 0.5g/10min; Softening agent is a dioctyl terephthalate, from the difficult to understand triumphant chemical industry in Shandong ltd; Filler is a sodium bentonite, and from Xinyang Pingqiao District sunlight wilkinite factory, the order number is 400 orders; Inhibitor is a Huangyan board antioxidant 264 (2,6 di tert butyl 4 methyl phenol), from Guangzhou this rubber raw materials of power ltd; Stablizer is a Zinic stearas, and technical grade is from the industrial corporation of relying on oneself of Qingdao Red Star chemical industry group.
Each component of host, softening agent, filler, inhibitor and stablizer added in proportion carry out granulation in the twin screw extruder; The first mixing section temperature is controlled to be 155 ℃; The second mixing section temperature is controlled to be 200 ℃, and extruded velocity is 40 rev/mins, and granulation goes out to be of a size of the right cylinder of 5mm.
The asphaltum with high viscosity additive of preparing is added into prepares high-viscosity modified asphalt in the matrix pitch; Its preparation technology is: matrix pitch AH-90 (Jiangshu Baoli Pitch Co., Ltd.) heating and melting shape and input are gone in 185 ℃ of oil bath pans, add the asphaltum with high viscosity additive of matrix pitch quality 7% again, first stirring at low speed 30 minutes; Rotating speed is 1000 rev/mins; With shearing 80 minutes in the high-speed shearing machine, rotating speed is 3500 rev/mins, can make high-viscosity modified asphalt then.The performance of asphaltum with high viscosity additive and high-viscosity modified asphalt is respectively shown in table 3 and table 4.
Embodiment 3:
100 parts of hosts, 20 parts in softening agent, 10 parts of fillers, 5 parts of inhibitors, 7 parts of stablizers; Wherein, host is that rubber powder and Vilaterm octene elastomer mass ratio are 1: 0.5 mixture, and rubber powder is from middle win rubber technology ltd; The order number is 80; The Vilaterm octene elastomer is Dupont POE 7447, melting index (190 ℃ 2.16Kg) are 4.5g/10min; Softening agent is a dioctyl terephthalate, from the difficult to understand triumphant chemical industry in Shandong ltd; Filler is a talcum powder, and from the just glad talcum powder in Haicheng city factory, the order number is 600 orders; Inhibitor is Kirin anti-aging agent 2264 (2,2 ,-methylene-bis (4-methyl-6-tert butyl phenol)), from Shijiazhuang wing horse chemical industry ltd; Stablizer is a Zinic stearas, and technical grade is from brocade Dehua, Henan worker Industrial Co., Ltd..
Each component of host, softening agent, filler, inhibitor and stablizer added in proportion carry out granulation in the twin screw extruder; The first mixing section temperature is controlled to be 160 ℃; The second mixing section temperature is controlled to be 190 ℃, and extruded velocity is 40 rev/mins, and granulation goes out to be of a size of the elongate body of 6mm.
The asphaltum with high viscosity additive of preparing is added into prepares high-viscosity modified asphalt in the matrix pitch; Its preparation technology is: matrix pitch AH-70 (Jiangshu Baoli Pitch Co., Ltd.) heating and melting shape and input are gone in 185 ℃ of oil bath pans, add the asphaltum with high viscosity additive of matrix pitch quality 7% again, first stirring at low speed 30 minutes; Rotating speed is 600 rev/mins; With shearing 70 minutes in the high-speed shearing machine, rotating speed is 3000 rev/mins, can make high-viscosity modified asphalt then.The performance of asphaltum with high viscosity additive and high-viscosity modified asphalt is respectively shown in table 3 and table 4.
Embodiment 4:
Host 100, softening agent 40, filler 10, inhibitor 10, stablizer 3; Wherein, Host is that rubber powder and Vilaterm octene elastomer mass ratio are 1: 1 mixture, and rubber powder is from middle win rubber technology ltd, and the order number is 60; The Vilaterm octene elastomer is Dupont POE 8100 melting index (190 ℃ 2.16Kg) are 1.5g/10min; Softening agent is a dioctyl terephthalate, from the favorable to the people chemical industry in Weifang City ltd; Filler is a talcum powder, and from the just glad talcum powder in Haicheng city factory, the order number is 800 orders; Inhibitor is Kirin anti-aging agent 2264 (2,2 ,-methylene-bis (4-methyl-6-tert butyl phenol)), from Shijiazhuang wing horse chemical industry ltd; Stablizer is a Zinic stearas, and technical grade is from brocade Dehua, Henan worker Industrial Co., Ltd..
Each component of host, softening agent, filler, inhibitor and stablizer added in proportion carry out granulation in the twin screw extruder; The first mixing section temperature is controlled to be 165 ℃; The second mixing section temperature is controlled to be 180 ℃, and extruded velocity is 40 rev/mins, and granulation goes out to be of a size of the right cylinder of 5mm.
The asphaltum with high viscosity additive of preparing is added into prepares high-viscosity modified asphalt in the matrix pitch; Its preparation technology is: matrix pitch AH-90 (Jiangshu Baoli Pitch Co., Ltd.) heating and melting shape and input are gone in 185 ℃ of oil bath pans, add the asphaltum with high viscosity additive of matrix pitch quality 7% again, first stirring at low speed 30 minutes; Rotating speed is 800 rev/mins; With shearing 90 minutes in the high-speed shearing machine, rotating speed is 4500 rev/mins, can make high-viscosity modified asphalt then.The performance of asphaltum with high viscosity additive and high-viscosity modified asphalt is respectively shown in table 3 and table 4.
Table 3 asphaltum with high viscosity additive technology index
Project Density/g/cm3 Color Melt index g/10min (170 ℃, 2.16Kg)
Embodiment 2 0.969 Black 6.9
Embodiment 3 0.972 Black 7.2
Embodiment 4 0.968 Black 7.4
The performance of the high-viscosity modified asphalt that the asphaltum with high viscosity additive preparation of each embodiment of table 4 goes out
Embodiment 5:
Host 100, softening agent 40, filler 30, inhibitor 5, stablizer 3; Wherein, host is that rubber powder and Vilaterm octene elastomer mass ratio are 1: 2 mixture, and rubber powder is from grand Hubei Province, Hubei rubber and plastic far away Environmental Protection Technology Co., Ltd; The order number is 40; The Vilaterm octene elastomer is Dupont POE 8452, melting index (190 ℃ 2.16Kg) are 3.5g/10min; Softening agent is a dioctyl terephthalate, from the favorable to the people chemical industry in Weifang City ltd; Filler is a sodium bentonite, and from the king Li Taotuchang of Jurong City, the order number is 200 orders; Inhibitor is anti-aging agent PDBH (p-tert-butylphenol), from Jinan Hua Feng chemical industry trade Co., Ltd; Stablizer is a Zinic stearas, and technical grade is from the industrial corporation of relying on oneself of Qingdao Red Star chemical industry group.
Each component of host, softening agent, filler, inhibitor and stablizer added in proportion carry out granulation in the twin screw extruder; The first mixing section temperature is controlled to be 160 ℃; The second mixing section temperature is controlled to be 195 ℃, and extruded velocity is 30 rev/mins, and granulation goes out to be of a size of the spheroplast of 5mm.
The asphaltum with high viscosity additive of preparing is added into prepares high-viscosity modified asphalt in the matrix pitch; Its preparation technology is: matrix pitch AH-90 (Jiangshu Baoli Pitch Co., Ltd.) heating and melting shape and input are gone in 185 ℃ of oil bath pans, add the asphaltum with high viscosity additive of matrix pitch quality 7% again, first stirring at low speed 30 minutes; Rotating speed is 1000 rev/mins; With shearing 60 minutes in the high-speed shearing machine, rotating speed is 3000 rev/mins, can make high-viscosity modified asphalt then.The performance of asphaltum with high viscosity additive and high-viscosity modified asphalt is respectively shown in table 5 and table 6.
Embodiment 6:
100 parts of hosts, 30 parts in softening agent, 20 parts of fillers, 8 parts of inhibitors, 5 parts of stablizers; Wherein, host is that rubber powder and Vilaterm octene elastomer mass ratio are 1: 4 mixture, and rubber powder is from grand Hubei Province, Hubei rubber and plastic far away Environmental Protection Technology Co., Ltd; The order number is 60; The Vilaterm octene elastomer is Mitsui chemistry POE DF610, melting index (190 ℃ 2.16Kg) are 1.2g/10min; Softening agent is a dioctyl terephthalate, from the favorable to the people chemical industry in Weifang City ltd; Filler is a sodium bentonite, and from the king Li Taotuchang of Jurong City, the order number is 600 orders; Inhibitor is anti-aging agent PDBH (p-tert-butylphenol), from Jinan Hua Feng chemical industry trade Co., Ltd; Stablizer is a Zinic stearas, and technical grade is from the industrial corporation of relying on oneself of Qingdao Red Star chemical industry group.
Each component of host, softening agent, filler, inhibitor and stablizer added in proportion carry out granulation in the twin screw extruder; The first mixing section temperature is controlled to be 165 ℃; The second mixing section temperature is controlled to be 190 ℃, and extruded velocity is 45 rev/mins, and granulation goes out to be of a size of the right cylinder of 5mm.
The asphaltum with high viscosity additive of preparing is added into prepares high-viscosity modified asphalt in the matrix pitch; Its preparation technology is: matrix pitch AH-70 (Jiangshu Baoli Pitch Co., Ltd.) heating and melting shape and input are gone in 185 ℃ of oil bath pans, add the asphaltum with high viscosity additive of matrix pitch quality 7% again, first stirring at low speed 30 minutes; Rotating speed is 800 rev/mins; With shearing 90 minutes in the high-speed shearing machine, rotating speed is 4000 rev/mins, can make high-viscosity modified asphalt then.The performance of asphaltum with high viscosity additive and high-viscosity modified asphalt is respectively shown in table 5 and table 6.
Embodiment 7:
100 parts of hosts, 35 parts in softening agent, 25 parts of fillers, 7 parts of inhibitors, 4 parts of stablizers; Wherein, host is that rubber powder and Vilaterm octene elastomer mass ratio are 1: 6 mixture, and rubber powder is from grand Hubei Province, Hubei rubber and plastic far away Environmental Protection Technology Co., Ltd; The order number is 80; The Vilaterm octene elastomer is Mitsui chemistry POE DF610, melting index (190 ℃ 2.16Kg) are 1.2g/10min; Moulding agent is dioctyl terephthalate, from the favorable to the people chemical industry in Weifang City ltd; Filler is a talcum powder, and from marine site Milky Way chemical industry ltd, the order number is 600 orders; Inhibitor is anti-aging agent PDBH (p-tert-butylphenol), from Jinan Hua Feng chemical industry trade Co., Ltd; Stablizer is a Zinic stearas, and technical grade is from brocade Dehua, Henan worker Industrial Co., Ltd..
Each component of host, softening agent, filler, inhibitor and stablizer added in proportion carry out granulation in the twin screw extruder; The first mixing section temperature is controlled to be 155 ℃; The second mixing section temperature is controlled to be 195 ℃, and extruded velocity is 50 rev/mins, and granulation goes out to be of a size of the elongate body of 4mm.
The asphaltum with high viscosity additive of preparing is added into prepares high-viscosity modified asphalt in the matrix pitch; Its preparation technology is: matrix pitch AH-90 (Jiangshu Baoli Pitch Co., Ltd.) heating and melting shape and input are gone in 185 ℃ of oil bath pans, add the asphaltum with high viscosity additive of matrix pitch quality 7% again, first stirring at low speed 30 minutes; Rotating speed is 600 rev/mins; With shearing 70 minutes in the high-speed shearing machine, rotating speed is 5000 rev/mins, can make high-viscosity modified asphalt then.The performance of asphaltum with high viscosity additive and high-viscosity modified asphalt is respectively shown in table 5 and table 6.
Table 5 asphaltum with high viscosity additive technology index
Project Density/g/cm3 Color Melt index g/10min (170 ℃, 2.16Kg)
Embodiment 5 0.973 Black 6.8
Embodiment 6 0.971 Black 7.0
Embodiment 7 0.970 Black 6.6
The performance of the high-viscosity modified asphalt that the asphaltum with high viscosity additive preparation of each embodiment of table 6 goes out
Figure BDA0000064360760000091
Each raw material that the present invention is cited and the bound value of each raw material can both realize the present invention, do not enumerate embodiment one by one at this.

Claims (8)

1. asphaltum with high viscosity additive; It is characterized in that comprising 100 parts of hosts, 20~40 parts in softening agent, 10~30 parts of fillers, 3~7 parts of stablizers, 5~10 parts of inhibitors; Said umber is a mass fraction; Said host is that rubber powder and Vilaterm octene elastomer mass ratio are 1: 0.3~1: 8 mixture, and said softening agent is a dioctyl terephthalate, and described stablizer is a Zinic stearas.
2. a kind of asphaltum with high viscosity additive as claimed in claim 1 is characterized in that described Vilaterm octene elastomer is that 190 ℃, load are 0.5-4.5g/10min for the melting index under the 2.16Kg condition in temperature.
3. according to claim 1 or claim 2 a kind of asphaltum with high viscosity additive is characterized in that said filler is the mixture of one or both any proportionings in sodium bentonite and the talcum powder, and the order number is 400~600.
4. according to claim 1 or claim 2 a kind of asphaltum with high viscosity additive is characterized in that said inhibitor is the phenol inhibitor.
5. a kind of asphaltum with high viscosity additive as claimed in claim 4; It is characterized in that said phenol inhibitor is 2; 6-di-tert-butyl-4-methy phenol, 2, the mixture of one or more any proportionings in 2 '-methylene-bis (4-methyl-6-tert butyl phenol) and the p-tert-butylphenol.
6. according to claim 1 or claim 2 a kind of asphaltum with high viscosity additive, the order number that it is characterized in that said rubber powder is the 40-80 order.
7. like the preparation method of any described a kind of asphaltum with high viscosity additive of claim 1 to 6, it is characterized in that host, softening agent, filler, stablizer and inhibitor is even at 150 ℃ of-200 ℃ of consolutes, granulation.
8. like any described a kind of asphaltum with high viscosity Application of Additives of claim 1 to 6, it is characterized in that its volume is the 5%-10% of asphalt quality.
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CN108395714B (en) * 2017-02-07 2020-11-06 中国石油化工股份有限公司 High-viscosity asphalt additive with ageing resistance and preparation method thereof
CN111393787A (en) * 2020-05-19 2020-07-10 上海群康沥青科技股份有限公司 Anti-aging asphalt modifier for permeable pavement and preparation method and application thereof
CN112480694A (en) * 2020-11-04 2021-03-12 广东诚泰投资集团有限公司 Anti-aging long-life asphalt
CN113817333B (en) * 2021-11-05 2023-03-31 广西交科集团有限公司 High-viscosity modified asphalt, preparation method thereof and OGFC (one glass batch fiber reinforced plastic) asphalt mixture

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6451886B1 (en) * 1997-11-13 2002-09-17 Dennis Krivohlavek Universal cross linking compound and polymer
CN101063000B (en) * 2006-04-30 2010-12-15 深圳市海川实业股份有限公司 Bitumen modifier for traffic tracking resistance and modified bitumen and mixer thereof

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