CN102268188A - High viscosity asphalt additive, and preparation method and application thereof - Google Patents

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

Info

Publication number
CN102268188A
CN102268188A CN 201110141325 CN201110141325A CN102268188A CN 102268188 A CN102268188 A CN 102268188A CN 201110141325 CN201110141325 CN 201110141325 CN 201110141325 A CN201110141325 A CN 201110141325A CN 102268188 A CN102268188 A CN 102268188A
Authority
CN
China
Prior art keywords
high viscosity
asphaltum
parts
additive
agent
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.)
Granted
Application number
CN 201110141325
Other languages
Chinese (zh)
Other versions
CN102268188B (en
Inventor
黄冲
缪昌文
刘加平
洪锦祥
徐静
刘至飞
周伟玲
朱晓斌
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.)
Sobute New Materials Co Ltd
Bote Building Materials Tianjin Co Ltd
Panzhihua Bote Building Materials Co Ltd
Original Assignee
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
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 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 filed Critical Sobute New Materials Co Ltd
Priority to CN 201110141325 priority Critical patent/CN102268188B/en
Publication of CN102268188A publication Critical patent/CN102268188A/en
Application granted granted Critical
Publication of CN102268188B publication Critical patent/CN102268188B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Compositions Of Macromolecular Compounds (AREA)

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 styrene isoprene styrene block copolymer (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, diatomite, 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, described umber is a mass fraction, described host is that rubber powder and polyethylene octene elastomer mass ratio are 1: 0.3~1: 8 mixture, described softening agent is a dioctyl terephthalate, and stablizer is a Zinic stearas.
Described asphaltum with high viscosity additive also comprises 5~10 parts of antiaging agents, and described umber is a mass fraction.Described antiaging agent is preferably the phenol antiaging agent; 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.Antiaging agent is more preferably a kind of.
Described polyethylene 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, antiaging agent, stablizer, granulation even at 150 ℃ of-200 ℃ of consolutes.
Described preparation method is prepared as the particle that maximum radial dimension is not more than 7mm in order to make gained additive energy uniform mixing in asphalt mixture.Particle shape can be different shape.
Radial dimension of the present 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 be prepared as follows: after host, softening agent, filler, antiaging agent, 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.
Described a kind of high-viscosity modified asphalt additive, when it is used for producing high-viscosity modified asphalt, its production technique is: earlier matrix pitch AH-70 or AH-90 are heated to 160 ℃ of molten states, matrix pitch is added 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, adopt homogenizer 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 ℃, add in the agitator kettle then and stir, drop into asphaltum with high viscosity additive (accounting for the mass ratio of the matrix pitch) back of 5%-10% behind the stirring 10s and continue to stir 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; Antiaging agent 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, cost is low, can improve performances such as pitch softening point, viscosity, ductility, stability, with the high-viscosity modified asphalt that 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 the following examples.
The present invention, the density of asphaltum with high viscosity additive is carried out according to the test method among the GB1033-70, and color is estimated, and the melt index test is carried out according to the test method 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 antiaging agents, 3 parts of stablizers, wherein, host is that rubber powder and polyethylene octene elastomer mass ratio are 1: 0.3 mixture, rubber powder is from middle win rubber technology company limited, the order number is 40, the polyethylene 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 company limited; Filler is a sodium bentonite, and from Xinyang Pingqiao District sunlight wilkinite factory, the order number is 600 orders; Antiaging agent is a Huangyan board antioxidant 264 (2,6 di tert butyl 4 methyl phenol), from Guangzhou this rubber raw materials of power company limited; 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, antiaging agent 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, elder generation's 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, 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
Figure BDA0000064360760000041
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 big more, quality change is more little, ductility with 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 antiaging agents, 7 parts of stablizers, wherein, host is that rubber powder and polyethylene octene elastomer mass ratio are 1: 8 mixture, rubber powder is from middle win rubber technology company limited, the order number is 60, the polyethylene 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 company limited; Filler is a sodium bentonite, and from Xinyang Pingqiao District sunlight wilkinite factory, the order number is 400 orders; Antiaging agent is a Huangyan board antioxidant 264 (2,6 di tert butyl 4 methyl phenol), from Guangzhou this rubber raw materials of power company limited; 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, antiaging agent 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, the asphaltum with high viscosity additive that adds matrix pitch quality 7% again, elder generation's 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 antiaging agents, 7 parts of stablizers, wherein, host is that rubber powder and polyethylene octene elastomer mass ratio are 1: 0.5 mixture, rubber powder is from middle win rubber technology company limited, the order number is 80, the polyethylene 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 company limited; Filler is a talcum powder, and from the just glad talcum powder in Haicheng city factory, the order number is 600 orders; Antiaging agent is Kirin anti-aging agent 2264 (2,2 ,-methylene-bis (4-methyl-6-tert butyl phenol)), from Shijiazhuang wing horse chemical industry company limited; Stablizer is a Zinic stearas, and technical grade is from brocade Dehua, Henan worker Industrial Co., Ltd..
Each component of host, softening agent, filler, antiaging agent 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, the asphaltum with high viscosity additive that adds matrix pitch quality 7% again, elder generation's 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, antiaging agent 10, stablizer 3, wherein, host is that rubber powder and polyethylene octene elastomer mass ratio are 1: 1 mixture, rubber powder is from middle win rubber technology company limited, the order number is 60, the polyethylene 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 company limited; Filler is a talcum powder, and from the just glad talcum powder in Haicheng city factory, the order number is 800 orders; Antiaging agent is Kirin anti-aging agent 2264 (2,2 ,-methylene-bis (4-methyl-6-tert butyl phenol)), from Shijiazhuang wing horse chemical industry company limited; Stablizer is a Zinic stearas, and technical grade is from brocade Dehua, Henan worker Industrial Co., Ltd..
Each component of host, softening agent, filler, antiaging agent 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, the asphaltum with high viscosity additive that adds matrix pitch quality 7% again, elder generation's 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
Figure BDA0000064360760000071
Embodiment 5:
Host 100, softening agent 40, filler 30, antiaging agent 5, stablizer 3, wherein, host is that rubber powder and polyethylene octene elastomer mass ratio are 1: 2 mixture, rubber powder is from grand Hubei Province, Hubei rubber and plastic far away Environmental Protection Technology Co., Ltd, the order number is 40, the polyethylene 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 company limited; Filler is a sodium bentonite, and from the king Li Taotuchang of Jurong City, the order number is 200 orders; Antiaging agent 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, antiaging agent 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, the asphaltum with high viscosity additive that adds matrix pitch quality 7% again, elder generation's 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 antiaging agents, 5 parts of stablizers, wherein, host is that rubber powder and polyethylene octene elastomer mass ratio are 1: 4 mixture, rubber powder is from grand Hubei Province, Hubei rubber and plastic far away Environmental Protection Technology Co., Ltd, the order number is 60, the polyethylene 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 company limited; Filler is a sodium bentonite, and from the king Li Taotuchang of Jurong City, the order number is 600 orders; Antiaging agent 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, antiaging agent 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, the asphaltum with high viscosity additive that adds matrix pitch quality 7% again, elder generation's 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 antiaging agents, 4 parts of stablizers, wherein, host is that rubber powder and polyethylene octene elastomer mass ratio are 1: 6 mixture, rubber powder is from grand Hubei Province, Hubei rubber and plastic far away Environmental Protection Technology Co., Ltd, the order number is 80, the polyethylene 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 company limited; Filler is a talcum powder, and from marine site Milky Way chemical industry company limited, the order number is 600 orders; Antiaging agent 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, antiaging agent 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, the asphaltum with high viscosity additive that adds matrix pitch quality 7% again, elder generation's 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 (9)

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, described umber is a mass fraction, described host is that rubber powder and polyethylene octene elastomer mass ratio are 1: 0.3~1: 8 mixture, described 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 also comprising 5~10 parts of antiaging agents, and described umber is a mass fraction.
3. a kind of asphaltum with high viscosity additive as claimed in claim 1 or 2 is characterized in that described polyethylene octene elastomer is that 190 ℃, load are 0.5-4.5g/10min for the melting index under the 2.16Kg condition in temperature.
4. a kind of asphaltum with high viscosity additive as claimed in claim 1 or 2 is characterized in that described filler is the mixture of one or both any proportionings in sodium bentonite and the talcum powder, and the order number is 400~600.
5. a kind of asphaltum with high viscosity additive as claimed in claim 2 is characterized in that described antiaging agent is the phenol antiaging agent.
6. a kind of asphaltum with high viscosity additive as claimed in claim 5, it is characterized in that described phenol antiaging agent is 2,6-di-tert-butyl-4-methy phenol, 2,2, the mixture of one or more any proportionings in-methylene-bis (4-methyl-6-tert butyl phenol) and the p-tert-butylphenol.
7. a kind of asphaltum with high viscosity additive as claimed in claim 1 or 2, the order number that it is characterized in that described rubber powder is the 40-80 order.
8. as the preparation method of any described a kind of asphaltum with high viscosity additive of claim 1 to 7, it is characterized in that host, softening agent, filler, stablizer and/or antiaging agent is even at 150 ℃ of-200 ℃ of consolutes, granulation.
9. as any described a kind of asphaltum with high viscosity Application of Additives of claim 1 to 7, it is characterized in that its volume is the 5%-10% of asphalt quality.
CN 201110141325 2011-05-27 2011-05-27 High viscosity asphalt additive, and preparation method and application thereof Active CN102268188B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201110141325 CN102268188B (en) 2011-05-27 2011-05-27 High viscosity asphalt additive, and preparation method and application thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201110141325 CN102268188B (en) 2011-05-27 2011-05-27 High viscosity asphalt additive, and preparation method and application thereof

Publications (2)

Publication Number Publication Date
CN102268188A true CN102268188A (en) 2011-12-07
CN102268188B CN102268188B (en) 2012-11-21

Family

ID=45050656

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201110141325 Active CN102268188B (en) 2011-05-27 2011-05-27 High viscosity asphalt additive, and preparation method and application thereof

Country Status (1)

Country Link
CN (1) CN102268188B (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103360774A (en) * 2013-08-08 2013-10-23 山东建筑大学 Asphaltized rubber modified asphalt and preparation method thereof
CN103773006A (en) * 2012-10-17 2014-05-07 上海市政工程设计研究总院(集团)有限公司 High-modulus bituminous mixture additive and preparation method thereof
CN106046809A (en) * 2016-04-21 2016-10-26 天津市公路工程总公司 Asphalt concrete for ultra-thin wearing course with easily-compactable skeleton and thickness of 1 to 1.5 cm
CN106496915A (en) * 2016-10-13 2017-03-15 苏州拓博琳新材料科技有限公司 Modifying agent and preparation method thereof, high adhered modification Colophonium and preparation method thereof is mixed outside high-viscosity asphalt
CN108395714A (en) * 2017-02-07 2018-08-14 中国石油化工股份有限公司 A kind of high-viscosity asphalt additive and preparation method thereof with anti-aging property
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
CN113817333A (en) * 2021-11-05 2021-12-21 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

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20030144387A1 (en) * 1997-11-13 2003-07-31 Dennis Krivohlavek Universal cross linking compound and polymer
CN101063000A (en) * 2006-04-30 2007-10-31 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

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20030144387A1 (en) * 1997-11-13 2003-07-31 Dennis Krivohlavek Universal cross linking compound and polymer
CN101063000A (en) * 2006-04-30 2007-10-31 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

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103773006A (en) * 2012-10-17 2014-05-07 上海市政工程设计研究总院(集团)有限公司 High-modulus bituminous mixture additive and preparation method thereof
CN103773006B (en) * 2012-10-17 2017-09-26 上海市政工程设计研究总院(集团)有限公司 A kind of High Modulus Bituminous Mixtures Additive and preparation method thereof
CN103360774A (en) * 2013-08-08 2013-10-23 山东建筑大学 Asphaltized rubber modified asphalt and preparation method thereof
CN106046809A (en) * 2016-04-21 2016-10-26 天津市公路工程总公司 Asphalt concrete for ultra-thin wearing course with easily-compactable skeleton and thickness of 1 to 1.5 cm
CN106046809B (en) * 2016-04-21 2019-01-25 天津市公路工程总公司 A kind of super ultra-thin wearing layer bituminous concrete of 1-1.5cm that skeleton is easily closely knit
CN106496915A (en) * 2016-10-13 2017-03-15 苏州拓博琳新材料科技有限公司 Modifying agent and preparation method thereof, high adhered modification Colophonium and preparation method thereof is mixed outside high-viscosity asphalt
CN108395714A (en) * 2017-02-07 2018-08-14 中国石油化工股份有限公司 A kind of high-viscosity asphalt additive and preparation method thereof with anti-aging property
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
CN113817333A (en) * 2021-11-05 2021-12-21 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

Also Published As

Publication number Publication date
CN102268188B (en) 2012-11-21

Similar Documents

Publication Publication Date Title
CN102268188B (en) High viscosity asphalt additive, and preparation method and application thereof
CN101235172B (en) Asphalt pavement rubber plastic composite anti-rut agent and preparation method thereof
CN102050965B (en) Asphalt modifier granule composition and preparation method thereof
CN109777134B (en) High-modulus warm mix asphalt additive and preparation method and application thereof
CN103525100B (en) A kind of asphalt modifier and modifying asphalt with cold resistance energy
CN101891964B (en) Cementing material for colored pavement and manufacturing method thereof
CN103773006B (en) A kind of High Modulus Bituminous Mixtures Additive and preparation method thereof
WO2019129148A1 (en) Modified asphalt and preparation method therefor
WO2014129758A1 (en) Novel highly viscoelastic warm mix modifier composition and preparation method therefor, and new and regenerated warm mix modified asphalt concrete mixture composition and preparation method therefor
CN101812234B (en) Waste rubber powder/waste plastics/SBS composite modified asphalt and preparation method thereof
CN104194366B (en) A kind of low-temperature type high-modulus asphalt modifying agent and preparation method thereof
CN106633250B (en) A kind of preparation method of high viscous warm-mixed asphalt modifying agent and modified pitch
CN102796388A (en) Anti-rutting high-viscosity asphalt modifier and preparation method and application thereof
CN104403333B (en) Cementing particle of modified pitch and its preparation method and application
CN105419355A (en) Superfine waste rubber powder-nanometer material compound modified asphalt and preparation method thereof
CN101451016A (en) Asphalt mixture anti-rutting additive agent, preparation method and use method thereof
CN103709770A (en) Polyethylene/rubber powder blend modified asphalt and preparation method thereof
CN107298865B (en) Composite pyrolytic carbon black modifier and composite modified asphalt mixture
CN113563727A (en) Modified rubber asphalt and preparation method thereof
CN108559289A (en) A kind of nano modification emulsified asphalt and its preparation and application
CN115160725A (en) High-viscosity asphalt modifier, preparation method thereof, modified asphalt and asphalt mixture
CN105330925A (en) Special rubber powder for non-cured rubber asphalt waterproof coating and preparation method thereof
CN102604397A (en) Polyolefin hybrid asphalt with stable thermal storage and preparation method thereof
CN103073219B (en) High-modulus bituminous concrete additive
CN101885867B (en) Thermoplastic elastomer, preparation method and application thereof, and composite modified asphalt mixture and preparation method thereof

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: JIANGSU SUBOTE NEW MATERIAL CO., LTD.

Free format text: FORMER OWNER: BOTE NEW MATERIAL CO., LTD., JIANGSU

Effective date: 20140504

C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20140504

Address after: 211103, No. 59 West Wan An Road, Jiangning District, Jiangsu, Nanjing

Patentee after: Jiangsu Subute New Materials Co., Ltd.

Patentee after: Panzhihua Bote Building Materials Co., Ltd.

Patentee after: Bote Building Materials (Tianjin) Co., Ltd.

Address before: 211103, No. 59 West Wan An Road, Jiangning District, Jiangsu, Nanjing

Patentee before: Jiangsu Bote New Materials Co., Ltd.

Patentee before: Jiangsu Subute New Materials Co., Ltd.

Patentee before: Jiangsu Provincial Architectural Science Institute Ltd.

Patentee before: Panzhihua Bote Building Materials Co., Ltd.

Patentee before: Bote Building Materials (Tianjin) Co., Ltd.

CP02 Change in the address of a patent holder
CP02 Change in the address of a patent holder

Address after: No.6 shuiyougang, Gulou District, Nanjing City, Jiangsu Province 210013

Patentee after: JIANGSU SUBOTE NEW MATERIALS Co.,Ltd.

Patentee after: PANZHIHUA BOTE BUILDING MATERIAL Co.,Ltd.

Patentee after: BOTE BUILDING MATERIALS (TIANJIN) Co.,Ltd.

Address before: 211103, No. 59 West Wan An Road, Jiangning District, Jiangsu, Nanjing

Patentee before: JIANGSU SUBOTE NEW MATERIALS Co.,Ltd.

Patentee before: PANZHIHUA BOTE BUILDING MATERIAL Co.,Ltd.

Patentee before: BOTE BUILDING MATERIALS (TIANJIN) Co.,Ltd.