CN103044933A - Polymer modified asphalt stabilizer composition - Google Patents

Polymer modified asphalt stabilizer composition Download PDF

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Publication number
CN103044933A
CN103044933A CN2011103153630A CN201110315363A CN103044933A CN 103044933 A CN103044933 A CN 103044933A CN 2011103153630 A CN2011103153630 A CN 2011103153630A CN 201110315363 A CN201110315363 A CN 201110315363A CN 103044933 A CN103044933 A CN 103044933A
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modified asphalt
acid
asphalt
polymer modified
stabiliser composition
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CN103044933B (en
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蔺习雄
毛三鹏
熊良铨
杨克红
王援
李�荣
于曙艳
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Petrochina Co Ltd
Petrochina Karamay Petrochemical Co
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Petrochina Co Ltd
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Abstract

The present invention provides a stabilizer composition for polymer modified asphalt; the stabilizer composition consists of a dispersion stabilizer and a crosslinking reactant, wherein the dispersion stabilizer consists of an acid substance and polyol ester, the mass fraction of the dispersion stabilizer is 10-90%, the crosslinking reactant is one or a mixture of more than one of sulfur and compounds thereof, peroxide and inorganic metal oxide, the mass fraction of the crosslinking reactant is 10-90%, the stabilizer composition can be directly used in the production process of the polymer modified asphalt, and can be sequentially added during physical shearing grinding or after the shearing grinding is finished, the addition amount accounts for 0.1-2% of the total amount of the polymer modified asphalt, and after the stabilizer composition is added, the polymer modified asphalt has good storage stability, and the prepared modified asphalt has excellent high and low temperature performance.

Description

A kind of polymer modified asphalt stabiliser composition
Technical field
The present invention relates to a kind of preparation for polymer modified asphalt, particularly the preparation process of the stablizer of polymer modified asphalt.
Background technology
Compare with cement concrete pavement, bituminous pavement have surfacing, without seam, the driving comfortable, wear-resisting, the advantages such as vibration is little, noise is low, the construction time is short, simple maintenance, thereby the acquisition more and more widely the application.Along with the develop rapidly of economy, the highway mileage of China will increase year by year, take in Xinjiang as example, highway mileage will double during following " 12 ", simultaneously, along with the increase of traffic flow, the maximization of vehicle, also more and more higher to the specification of quality of bituminous pavement.Plain asphalt is the stronger material of a kind of temperature sensibility, in the time of near temperature is reduced to brittle point, pitch is vitreous state, lose flexibility, embrittlement very easily occurs in compound, causes the road surface crack to occur, when running into the rainy day again, rainwater causes pitch and sandstone to come off and causes Moisture Damage from crack infiltration compound, causes the road surface groove to occur cheating; Then become viscous state in the time of near temperature rises to softening temperature, lose visco-elasticity, this moment, the stiffness of pitch was very little, and compound is yielding under external force, caused the road surface that rut occurs or gathered around the harm such as bag.Therefore, it is large that plain asphalt has been difficult to satisfy the special bus flow, and the speed of a motor vehicle is fast, the requirement of the extreme weathers such as load is heavy and high and cold, high temperature.Modifying asphalt is as the road surface novel material, pitch is all improved at aspects such as temperature sensibility, stability, weather resistance, adhesivity, resistance to deteriorations comprehensively, can improve the comprehensive use properties in road surface, especially SBS modifying asphalt, can satisfy simultaneously the high temperature performance requirement, have again the advantages such as suitability is wide, become the main force in the modified bitumen product.
But, because polymkeric substance and pitch are in many difference of the aspects such as molecular weight, density, polarity, solubility parameter and other physics, chemical property, cause the consistency between polymkeric substance and the pitch very poor, thereby polymkeric substance is very easily separated from modifying asphalt, do not reach the purpose of polymer modified asphalt, the most polymers modifying asphalt can only be produced at the scene.Although need not consider the problem of polymkeric substance segregation when taking situ production, job mix, but site production of modified asphalt one is having relatively high expectations to equipment, investment is large, the 2nd, only be simple physical mixed between polymkeric substance and pitch, the performance of modifying asphalt does not often reach the requirement of standard, pavement life is shorter, therefore how to realize the batch production production of modifying asphalt and guarantees that the high-temperature storage stability of modifying asphalt becomes the focus of in recent years polymer modified asphalt research.
For this problem, people have mainly done a large amount of research work around the type of the preparation technology of modifying asphalt, polymer modifiers, matrix pitch, stablizer.In the middle of aspect these four, most study for stablizer, this is because will prepare high temperature storage stable, the satisfactory polymer modified asphalt of performance, adopt which kind of technique no matter be, use which kind of properties-correcting agent or matrix pitch, all need in the modifying asphalt system, to add dissimilar stablizers.
At present, use more stabilizer types can be summarized as four classes.The first kind is sulphur and compound thereof, mainly is the organic sulfides such as elemental sulfur and thiazole, thiuram; Equations of The Second Kind is acid, mainly is mineral acid, such as sulfuric acid, phosphoric acid etc.; The 3rd class is superoxide, and benzoyl peroxide (BPO) and dicumyl peroxide (DCP) etc. are typically arranged, and the 4th class is metal oxide, and calcium oxide, magnesium oxide, aluminum oxide and zinc oxide etc. are typically arranged.Using more in this four classes stablizer is sulphur and compound thereof, it is cheap and easy to get that it has raw material, rate of crosslinking is fast, the advantages such as applied range, but the add-on of sulphur and adding speed are very large on the impact of reaction result, and disposable adding sulphur is too fast or too much, can make asphalt-polymer occur excessively crosslinked and are condensed into colloid, cause flow difficulties, can't continue to produce.
For solving the bad problem of polymer modified asphalt package stability, and used sulphur-containing stabilizer exists crosslinked inhomogeneous, the easy gelation problems of overvulcanize effect, make linking agent with sulphur among the WO984537, take the mode that repeatedly adds slowly, cause processing step loaded down with trivial details, course of processing length consuming time, therefore, treatment capacity is restricted; CN1644625 discloses a kind of modifying asphalt for high-grade highway, dam and preparation method thereof, modifying asphalt is comprised of package waste polymer PE, matrix pitch, dispersion agent, tensio-active agent, its dispersion agent is pentaerythritol stearate, tensio-active agent is the polyvinyl chloride sorbitan ester, this stablizer is the stablizer without sulphur, can avoid the gelation problems because of overvulcanize effect generation, but narrow application range makes it not possess popularity; CN101173072 provide equally a kind of for polymer modified asphalt without the sulphur stabiliser composition, comprise EVA and P contained compound, can directly add in the pitch, can prepare the polymer modified asphalt with good high-temperature storage stability, but because having used a large amount of P contained compounds, the low-temperature performance of modifying asphalt is not fine; It is a kind of main by composite stabiliser composition that forms such as vulcanization crosslinking agent, crosslinking accelerator, dispersion agents that CN1408750 provides, this stabiliser composition is under a kind of parcel of fatty acid amide dispersion agent, can make linking agent evenly spread to rapid reaction in polymkeric substance/bitumen dispersions system, avoided the formation of gel, and can make polymer modified asphalt have better stability in storage; CN101628989A is take sulphur as the main reaction agent, take aromatic hydrocarbons viscous crude class as dispersion agent, by reaction promoter is dissolved in the dispersion agent, promoted the mixing uniformity of reagent and reaction promoter, also increased simultaneously the homogeneity of stablizer and matrix pitch reaction, avoided partial cross-linking excessively to produce the phenomenon of caking, but the stabiliser composition of mentioning in above two patents to prepare in advance and could use complex technical process.
Summary of the invention
The object of the invention provides a kind of polymer modified asphalt stabiliser composition, this stabiliser composition can solve polymer modified asphalt produce and storage process in polymkeric substance and the matrix pitch problem of emanating easily, and other stablizer rate of crosslinking slowly in cross-linking process, dispersion is inhomogeneous, the problem of gel occurs easily.
In order to solve the problems of the technologies described above, the present invention is achieved through the following technical solutions:
A kind of polymer modified asphalt stabiliser composition involved in the present invention is characterized in that this stabiliser composition is by gross weight 100%:
Dispersion stabilizer: 10-90%
Crosslinking reaction agent: 10-90%
Above-mentioned dispersion stabilizer is comprised of acid and polyol ester.
Described acid is selected from stearic acid, and phenylformic acid, molecular weight are the naphthenic acid of 122-500, oleic acid, lauric acid, Zinic stearas, phosphoric acid, polyphosphoric acid (H 6P 4O 13), tetra-sodium (molecular formula H 4P 2O 7) in one or more mixture; Described polyol ester is selected from single oleic acid sorbitan ester, the naphthenic acid glycol ester (NAEP) of acid number≤1.0mgKOH/g, pentaerythrito naphthenate (molecular formula [C 6H 5(CH 2) mCOOCH 2] n-C (CH 2OH) 4-nM:0~27 wherein, n:1~4), pentaerythritol stearate (PETS), the poly butylene succinate of molecular weight 〉=362, four isocaprylic acid pentaerythritol esters, the tetramethylolmethane benzoic ether, the different pelargonate of tetramethylolmethane, pentaerythritol tetraoctyl stearate, tetramethylolmethane four mercaptoacetates, tetramethylol methane tetraacrylate, softening temperature (ring and ball method) is 100-108 ℃ pentalyn, PETO (PETO), neopentyl glycol dioleate, the sour glycerine ester of single 18 (alkane), Ethylene glycol dimethacrylate, triglycol two 2-ethylhexoates, the mixture of one or more in the pentaerythritol triacrylate.
Above-mentioned crosslinking reaction agent is selected from sulphur and compound thereof, superoxide, one or more mixtures in the metal oxide.
Described sulphur and compound thereof are selected from elemental sulfur, are pulverized sulfurs, insoluble sulfur or colloid Sulfur, curing-N, N '-dicaprolactam, dicyclohexyl tetrathio diazine, ammonium dibutyldithiophosphate, one or more mixtures in the N cyclohexyl 2 benzothiazole sulfenamide; Described superoxide is selected from benzoyl peroxide (BPO), dicumyl peroxide (DCP), diacetyl peroxide, two-2,4-dichlorobenzoperoxide (DCBPO), ditertiary butyl peroxide (TBP), tertiary butyl benzoyl peroxide, one or more mixtures of tert butyl isopropyl benzene peroxide; Described metal oxide is selected from aluminum oxide, calcium oxide, calcium hydroxide, magnesium oxide, magnesiumcarbonate, zinc oxide, zinc carbonate, yellow lead oxide, tri-lead tetroxide, one or more mixtures in the white lead carbonate.
Remarkable advantage of the present invention is:
(1) stabiliser composition that provides is applicable to the polymer modification of petroleum pitch, also is applicable to the preparation process of the polymer modified asphalt take the viscosity breaking residue as raw material.
(2) the combination of stabilizers raw material that provides is simple and easy to, cheap, easy to use, do not need before use to carry out pre-mixing and preparation, shear to produce in the polymer modified asphalt process or physics is sheared and stirred in the growth course after finishing at physics, can add successively this stabiliser composition.
(3) polymkeric substance and matrix pitch issue biochemical reaction in the effect of the stabiliser composition that provides, form stable spacial framework, the gained modifying asphalt has good stability in storage, high temperature performance, elastic recovery properties and ageing-resistant performance, and especially aging front and back low-temperature ductility rangeability is little.
Embodiment
The present invention is further described below in conjunction with embodiment, but therefore do not limit content of the present invention.
Embodiment 1
AH-90 (the Korea S SK pitch of adding 95.2% in the container of whipping appts, essential property sees Table 1), be heated to flow state, add 4%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 20min (rotating speed: 4500r/min) in the time of 170 ℃, be warming up to and add 0.8% stabiliser composition after 190 ℃, wherein stearic acid 0.2%, naphthenic acid glycol ester (NAEP) 0.3%, sulphur 0.3%, obtain modifying asphalt (the Properties of Modified Asphalt analytical results sees Table 3) after mixing 60min, gained SBS modifying asphalt index satisfies the technical requirements of I-C polymer modified asphalt among " asphalt highway technology job specifications " JTG F40-2004.
Embodiment 2
AH-90 (the SK pitch of adding 94% in the container of whipping appts, essential property sees Table 1), be heated to flow state, add 5%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 30min (rotating speed: 4500r/min) in the time of 180 ℃, be warming up to and add 1.0% stabiliser composition after 180 ℃, wherein phosphoric acid 0.2%, and (molecular formula is [C to pentaerythrito naphthenate 6H 5(CH 2) 10COOCH 2] 2-C (CH 2OH) 2) 0.4%, powder-sulphur 0.4%, obtain modifying asphalt (the Properties of Modified Asphalt analytical results sees Table 3) after mixing 90min, gained SBS modifying asphalt index satisfies the technical requirements of I-C polymer modified asphalt among " asphalt highway technology job specifications " JTG F40-2004.
Embodiment 3
AH-90 (China Petrochemical Industry's pitch of adding 95% in the container of whipping appts, essential property sees Table 1), add 4%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 40min (rotating speed: 4500r/min) in the time of 180 ℃, be warming up to and add 1.0% stabiliser composition after 185 ℃, wherein tetra-sodium 0.2%, single oleic acid sorbitan ester 0.5%, insoluble sulfur 0.3%, obtain modifying asphalt (the Properties of Modified Asphalt analytical results sees Table 3) after mixing 30min, gained SBS modifying asphalt index satisfies the technical requirements of I-C polymer modified asphalt among " asphalt highway technology job specifications " JTGF40-2004.
Embodiment 4
AH-90 (China Petrochemical Industry's pitch of adding 94% in the container of whipping appts, essential property sees Table 1), be heated to flow state, add 5%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 60min (rotating speed: 4500r/min) in the time of 180 ℃, add 1.0% stabiliser composition after being warming up to 190 ℃, naphthenic acid (molecular weight is 262) 0.2% wherein, pentaerythritol stearate 0.4%, zinc carbonate 0.4%, obtain modifying asphalt (the Properties of Modified Asphalt analytical results sees Table 3) after mixing 60min, gained SBS modifying asphalt index satisfies the technical requirements of I-C polymer modified asphalt among " asphalt highway technology job specifications " JTG F40-2004.
Embodiment 5
AH-70 (CNOOC's pitch of adding 94% in the container of whipping appts, essential property sees Table 1), be heated to flow state, add 5%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 90min (rotating speed: 4500r/min) in the time of 180 ℃, add 1.0% stabiliser composition after being warming up to 190 ℃, wherein phenylformic acid 0.2%, poly butylene succinate 0.4%, curing-N, N '-dicaprolactam 0.4%, obtain modifying asphalt (the Properties of Modified Asphalt analytical results sees Table 3) after mixing 40min, gained SBS modifying asphalt index satisfies the technical requirements of I-D polymer modified asphalt among " asphalt highway technology job specifications " JTG F40-2004.
Embodiment 6
AH-70 (China Petrochemical Industry's pitch of adding 94% in the container of whipping appts, essential property sees Table 1), be heated to flow state, add 5%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 30min (rotating speed: 4500r/min) in the time of 180 ℃, add 1.0% stabiliser composition after being warming up to 180 ℃, wherein polyphosphoric acid 0.1%, four isocaprylic acid pentaerythritol esters 0.5%, zinc oxide 0.4%, obtain modifying asphalt (the Properties of Modified Asphalt analytical results sees Table 3) after mixing 60min, gained SBS modifying asphalt index satisfies the technical requirements of I-D polymer modified asphalt among " asphalt highway technology job specifications " JTGF40-2004.
Embodiment 7
AH-90 (the Liaohe River pitch of adding 94% in the container of whipping appts, essential property sees Table 1), be heated to flow state, add 5%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 40min (rotating speed: 4500r/min) in the time of 180 ℃, add 1.0% stabiliser composition after being warming up to 180 ℃, wherein oleic acid 0.1%, phenylformic acid 0.2%, phenylformic acid pentaerythritol ester 0.3%, calcium hydroxide 0.2%, dicyclohexyl tetrathio diazine 0.2%, obtain modifying asphalt (the Properties of Modified Asphalt analytical results sees Table 3) after mixing 60min, gained SBS modifying asphalt index satisfies the technical requirements of I-D polymer modified asphalt among " asphalt highway technology job specifications " JTG F40-2004.
Embodiment 8
In the container with whipping appts, add 94%AH-70 (Zhenghai pitch, essential property sees Table 1), be heated to flow state, add 6%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 30min (rotating speed: 4500r/min) in the time of 180 ℃, add 1.0% stabiliser composition after being warming up to 185 ℃, wherein tetra-sodium 0.2%, the different pelargonate 0.4% of tetramethylolmethane, benzoyl peroxide (BPO) 0.4%, obtain modifying asphalt (the Properties of Modified Asphalt analytical results sees Table 3) after mixing 60min, gained SBS modifying asphalt index satisfies the technical requirements of I-D polymer modified asphalt among " asphalt highway technology job specifications " JTG F40-2004.
Embodiment 9
The viscosity breaking residue-1 of adding 92% in the container of whipping appts (its preparation and character see Table 2), 2.5% catalytically cracked oil, 140 ℃ mix, add 4%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 20min (rotating speed: 4500r/min) in the time of 170 ℃, add 1.5% stabiliser composition after being warming up to 180 ℃, wherein stearic acid 0.5%, naphthenic acid glycol ester (NAEP) 0.5%, sulphur 0.5%, obtain modifying asphalt (the Properties of Modified Asphalt analytical results sees Table 3) after mixing 60min, gained SBS modifying asphalt index satisfies the technical requirements of I-C polymer modified asphalt among " asphalt highway technology job specifications " JTG F40-2004.
Embodiment 10
The viscosity breaking residue-2 of adding 89.2% in the container of whipping appts (its preparation and character see Table 2), 5% wax tailings, after mixing, both mix at 150 ℃, add 5%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 30min (rotating speed: 4500r/min) in the time of 180 ℃, be warming up to and add 0.8% stabiliser composition after 180 ℃, wherein phosphoric acid 0.16%, and (molecular formula is [C to pentaerythrito naphthenate 6H 5(CH 2) 10COOCH 2] 2-C (CH 2OH) 2) 0.32%, powder-sulphur 0.32%, obtain modifying asphalt (the Properties of Modified Asphalt analytical results is seen continued 3) after mixing 90min, gained SBS modifying asphalt index satisfies the technical requirements of I-C polymer modified asphalt among " asphalt highway technology job specifications " JTG F40-2004.
Embodiment 11
The viscosity breaking residue-3 of adding 89.4% in the container of whipping appts (its preparation and character see Table 2), subtract four lines and extract oil 6% out, after mixing, both mix at 170 ℃, add 4.5%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 40min (rotating speed: 4500r/min) in the time of 190 ℃, be warming up to and add 0.1% stabiliser composition after 185 ℃, wherein tetra-sodium 0.02%, single oleic acid sorbitan ester 0.05%, insoluble sulfur 0.03%, obtain modifying asphalt (the Properties of Modified Asphalt analytical results is seen continued 3) after mixing 30min, gained SBS modifying asphalt index satisfies the technical requirements of I-C polymer modified asphalt among " asphalt highway technology job specifications " JTG F40-2004.
Embodiment 12
The viscosity breaking residue-4 of adding 85% in the container of whipping appts (its preparation and character see Table 2), 8% catalytically cracked oil, after mixing, both mix at 160 ℃, add 6%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 60min (rotating speed: 4500r/min) in the time of 180 ℃, add 1.0% stabiliser composition after being warming up to 190 ℃, naphthenic acid (molecular weight is 262) 0.2% wherein, pentaerythritol stearate 0.4%, zinc carbonate 0.4%, obtain modifying asphalt (the Properties of Modified Asphalt analytical results is seen continued 3) after mixing 60min, gained SBS modifying asphalt index satisfies the technical requirements of I-C polymer modified asphalt among " asphalt highway technology job specifications " JTG F40-2004.
Embodiment 13
The viscosity breaking residue-5 of adding 85.8% in the container of whipping appts (its preparation and character see Table 2), 2% wax tailings, 6% four lines that subtract are extracted oil out, after mixing, the three stirs at 180 ℃, add 5%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 90min (rotating speed: 4500r/min) in the time of 180 ℃, add 1.2% stabiliser composition after being warming up to 190 ℃, wherein phenylformic acid 0.3%, poly butylene succinate 0.5%, curing-N, N '-dicaprolactam 0.4%, obtain modifying asphalt (the Properties of Modified Asphalt analytical results is seen continued 3) after mixing 40min, gained SBS modifying asphalt index satisfies the technical requirements of I-C polymer modified asphalt among " asphalt highway technology job specifications " JTG F40-2004.
Embodiment 14
The viscosity breaking residue-6 of adding 87.5% in the container of whipping appts (its preparation and character see Table 2), 6% wax tailings, 2% four lines that subtract are extracted oil out, after mixing, the three stirs at 170 ℃, add 4%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 30min (rotating speed: 4500r/min) in the time of 180 ℃, add 0.5% stabiliser composition after being warming up to 180 ℃, wherein polyphosphoric acid 0.05%, four isocaprylic acid pentaerythritol esters 0.25%, zinc oxide 0.2%, obtain modifying asphalt (the Properties of Modified Asphalt analytical results is seen continued 3) after mixing 60min, gained SBS modifying asphalt index satisfies the technical requirements of I-C polymer modified asphalt among " asphalt highway technology job specifications " JTG F40-2004.
Embodiment 15
In with the container of whipping appts, add 85% viscosity breaking residue-7 (its preparation and character see Table 2), 3% catalytically cracked oil, 5% four lines that subtract are extracted oil out, after mixing, the three stirs at 190 ℃, add 5%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 40min (rotating speed: 4500r/min) in the time of 180 ℃, add 2.0% stabiliser composition after being warming up to 190 ℃, wherein oleic acid 0.2%, phenylformic acid 0.3%, phenylformic acid pentaerythritol ester 0.8%, calcium hydroxide 0.4%, dicyclohexyl tetrathio diazine 0.3% obtains modifying asphalt (the Properties of Modified Asphalt analytical results is seen continued 3) behind the mixing 60min, and gained SBS modifying asphalt index satisfies the technical requirements of I-C polymer modified asphalt among " asphalt highway technology job specifications " JTG F40-2004.
Embodiment 16
The viscosity breaking residue-8 of adding 83.4% in the container of whipping appts (its preparation and character see Table 2), 5% wax tailings, 5% catalytically cracked oil, after mixing, the three stirs at 160 ℃, add 6%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 30min (rotating speed: 4500r/min) in the time of 180 ℃, add 0.6% stabiliser composition after being warming up to 185 ℃, tetra-sodium 0.15%g wherein, the different pelargonate 0.21% of tetramethylolmethane, benzoyl peroxide (BPO) 0.24%, obtain modifying asphalt (the Properties of Modified Asphalt analytical results is seen continued 3) after mixing 60min, gained SBS modifying asphalt index satisfies the technical requirements of I-C polymer modified asphalt among " asphalt highway technology job specifications " JTG F40-2004.
Embodiment 17
The viscosity breaking residue-9 of adding 82% in the container of whipping appts (its preparation and character see Table 2), 3% wax tailings, 6% four lines that subtract are extracted oil out, 3% catalytically cracked oil, four mix at 160 ℃ after mixing, add 5.5%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 20min (rotating speed: 4500r/min) in the time of 180 ℃, add 0.5% stabiliser composition after being warming up to 190 ℃, wherein oleic acid 0.175%, pentaerythritol tetraoctyl stearate 0.125%, dicumyl peroxide (DCP) 0.2%, obtain modifying asphalt (the Properties of Modified Asphalt analytical results is seen continued 3) after mixing 40min, gained SBS modifying asphalt index satisfies the technical requirements of I-C polymer modified asphalt among " asphalt highway technology job specifications " JTG F40-2004.
Embodiment 18
The viscosity breaking residue-10 of adding 81% in the container of whipping appts (its preparation and character see Table 2), 7.5% catalytically cracked oil, 7.5% four lines that subtract are extracted oil out, after mixing, the three mixes at 170 ℃, add 3.5%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 5min (rotating speed: 4500r/min) in the time of 180 ℃, add 0.5% stabiliser composition after being warming up to 190 ℃, wherein phosphoric acid 0.15%, neopentyl glycol dioleate 0.15%, aluminum oxide 0.2%, obtain modifying asphalt (the Properties of Modified Asphalt analytical results is seen continued 3) after mixing 50min, gained SBS modifying asphalt index satisfies the technical requirements of I-C polymer modified asphalt among " asphalt highway technology job specifications " JTG F40-2004.
Embodiment 19
The viscosity breaking residue-11 of adding 80.5% in the container of whipping appts (its preparation and character see Table 2), 5% wax tailings, 10% catalytically cracked oil, after mixing, the three mixes at 160 ℃, add 4%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 20min (rotating speed: 4500r/min) in the time of 180 ℃, add 0.5% stabiliser composition after being warming up to 180 ℃, wherein lauric acid 0.1%, tetramethylolmethane four mercaptoacetates 0.25%, ammonium dibutyldithiophosphate 0.15%, obtain modifying asphalt (the Properties of Modified Asphalt analytical results is seen continued 3) after mixing 90min, gained SBS modifying asphalt index satisfies the technical requirements of I-B polymer modified asphalt among " asphalt highway technology job specifications " JTGF40-2004.
Embodiment 20
The viscosity breaking residue-12 of adding 83% in the container of whipping appts (its preparation and character see Table 2); 12% wax tailings; after mixing, both mix at 160 ℃; add 4%SBS (Yueyang petrochemical iy produced YH-791 type); high speed shear is disperseed 30min (rotating speed: 4500r/min) in the time of 180 ℃; add 1.0% stabiliser composition after being warming up to 190 ℃; wherein stearic acid 0.2%; the sour glycerine ester 0.4% of single 18 (alkane); tertiary butyl benzoyl peroxide 0.4%g; obtain modifying asphalt (the Properties of Modified Asphalt analytical results is seen continued 3) after mixing 30min, gained SBS modifying asphalt index satisfies the technical requirements of I-C polymer modified asphalt among " asphalt highway technology job specifications " JTG F40-2004.
Embodiment 21
The viscosity breaking residue-13 of adding 77.4% in the container of whipping appts (its preparation and character see Table 2), 10% wax tailings, the frivolous extraction oil of 10% propane deasphalting, after mixing, the three mixes at 180 ℃, add 2%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 40min (rotating speed: 4500r/min) in the time of 180 ℃, add 0.6% stabiliser composition after being warming up to 180 ℃, wherein stearic acid 0.1%, phosphoric acid 0.1%, Ethylene glycol dimethacrylate 0.2%, ditertiary butyl peroxide (TBP) 0.2%, obtain modifying asphalt (the Properties of Modified Asphalt analytical results is seen continued 3) after mixing 90min, gained SBS modifying asphalt index satisfies the technical requirements of I-C polymer modified asphalt among " asphalt highway technology job specifications " JTG F40-2004.
In order to further specify effect of the present invention, Comparative Examples 1~Comparative Examples 3 is as raw material take petroleum pitch, in the character of not adding any stabiliser composition, only adding dispersion stabilizer and only adding modifying asphalt in three kinds of situations of crosslinking reaction agent, Comparative Examples 4~Comparative Examples 6 is with the viscosity breaking residue, in the character of not adding any stabiliser composition, only adding dispersion stabilizer and only adding modifying asphalt in three kinds of situations of crosslinking reaction agent
Comparative Examples 1
AH-90 (the Korea S SK pitch of adding 96% in the container of whipping appts, essential property sees Table 1), be heated to flow state, add 4%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 20min (rotating speed: 4500r/min) in the time of 170 ℃, do not add stabiliser composition after being warming up to 190 ℃, obtain modifying asphalt (the Properties of Modified Asphalt analytical results sees Table continuous 3) after mixing 60min, gained SBS modifying asphalt ductility and segregation index can not satisfy the technical requirements of polymer modified asphalt among " asphalt highway technology job specifications " JTG F40-2004.
Comparative Examples 2
AH-90 (the Korea S SK pitch of adding 95.2% in the container of whipping appts, essential property sees Table 1), be heated to flow state, add 4%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 20min (rotating speed: 4500r/min) in the time of 170 ℃, be warming up to and add 0.8% dispersion stabilizer after 190 ℃, wherein stearic acid 0.3%, naphthenic acid glycol ester (NAEP) 0.5%, obtain modifying asphalt (the Properties of Modified Asphalt analytical results is seen continued 3) after mixing 60min, gained SBS modifying asphalt segregation index can not satisfy the technical requirements of polymer modified asphalt among " asphalt highway technology job specifications " JTGF40-2004.
Comparative Examples 3
AH-90 (the Korea S SK pitch of adding 95.2% in the container of whipping appts, essential property sees Table 1), be heated to flow state, add 4%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 20min (rotating speed: 4500r/min) in the time of 170 ℃, be warming up to and add 0.8% crosslinking reaction agent sulphur after 190 ℃, obtain modifying asphalt (the Properties of Modified Asphalt analytical results is seen continued 3) after mixing 60min, gained SBS modifying asphalt segregation index can not satisfy the technical requirements of polymer modified asphalt among " asphalt highway technology job specifications " JTG F40-2004.
Comparative Examples 4
The viscosity breaking residue-5 of adding 87% in the container of whipping appts, 4% wax tailings, 4% four lines that subtract are extracted oil out, after mixing, both stir 10min at 170 ℃, mix, add 5%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 60min (rotating speed: 4500r/min) in the time of 190 ℃, do not obtain modifying asphalt (the Properties of Modified Asphalt analytical results is seen continued 3) after not adding stabiliser composition mixing 300min after being warming up to 190 ℃, the character segregation index of gained modifying asphalt is defective.
Comparative Examples 5
The viscosity breaking residue-5 of adding 85.8% in the container of whipping appts, 4% wax tailings, 4% four lines that subtract are extracted oil out, after mixing, both stir 10min at 170 ℃, mix, add 5%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 60min (rotating speed: 4500r/min) in the time of 190 ℃, only add 1.2% dispersion stabilizer composition after being warming up to 190 ℃, wherein phenylformic acid 0.6%, poly butylene succinate 0.6% obtains modifying asphalt (the Properties of Modified Asphalt analytical results is seen continued 3) behind the mixing 100min, and the character segregation index of gained modifying asphalt is defective.
Comparative Examples 6
The high asphalt content blend component-5 of adding 85.8% in the container of whipping appts, 4% wax tailings, 4% four lines that subtract are extracted oil out, after mixing, both stir 10min at 170 ℃, mix, add 5%SBS (Yueyang petrochemical iy produced YH-791 type), high speed shear is disperseed 60min (rotating speed: 4500r/min) in the time of 190 ℃, only add 1.2% crosslinking reaction agent composition after being warming up to 190 ℃, wherein sulphur 0.6%, curing-N, N '-dicaprolactam 0.4%, magnesium oxide 0.2% obtains modifying asphalt (the Properties of Modified Asphalt analytical results is seen continued 3) behind the mixing 100min, and the character segregation index of gained modifying asphalt is defective.
By Comparative Examples 1 and Comparative Examples 4 as can be known, take petroleum pitch as raw material or the visbreaking residue prepare modifying asphalt as raw material, if do not add stabiliser composition of the present invention in reaction process, the gained Properties of Modified Asphalt is defective; By Comparative Examples 2 and Comparative Examples 5 as can be known, take petroleum pitch as raw material or the visbreaking residue prepare modifying asphalt as raw material, if if only add dispersion stabilizer in reaction process, the gained Properties of Modified Asphalt is defective; By Comparative Examples 3 and Comparative Examples 6 as can be known, take petroleum pitch as raw material or the visbreaking residue prepare modifying asphalt as raw material, if if only add the crosslinking reaction agent in reaction process, the gained Properties of Modified Asphalt is still defective; This explanation take petroleum pitch as raw material or the visbreaking residue just can prepare qualified modified bitumen product as raw material needs further to add stabiliser composition when preparing modifying asphalt again.
The raw materials used character of table 1 preparation modifying asphalt
Project SK-90 ZSH-90 ZHY-70 ZSH-70 LH-90 ZH-70
Penetration degree, 0.1mm 89 84 75 64 80 77
Softening temperature, ℃ 47 46 472 485 447 475
10 ℃ of ductilities, cm 128 68 >150 42 >150 >150
15 ℃ of ductilities, cm >150 >150 >150 >150 >150 >150
Saturated minute, % 1274 706 836 1185 1407 826
Fragrance divides, % 5251 3507 5407 4144 4571 5478
Colloid, % 3475 4629 3207 3737 3310 2610
Bituminous matter, % 958 1095 550 934 712 1086
The raw materials used character of table 2 preparation modifying asphalt
Figure BDA0000099398300000111
Figure BDA0000099398300000121
The preparation of table 3 modifying asphalt and property analysis
Preparation and the property analysis of continued 3 modifying asphalts
Figure BDA0000099398300000123
Preparation and the property analysis of continued 3 modifying asphalts
Figure BDA0000099398300000124
Figure BDA0000099398300000131

Claims (6)

1. polymer modified asphalt stabiliser composition is characterized in that: this stabiliser composition is by gross weight 100%:
Dispersion stabilizer: 10-90%
Crosslinking reaction agent: 10-90%
Described dispersion stabilizer is comprised of acid and polyol ester;
Described crosslinking reaction agent is selected from sulphur and compound thereof, superoxide, one or more mixtures in the inorganic, metal oxide.
2. a kind of polymer modified asphalt stabiliser composition according to claim 1, it is characterized in that: the acid in the dispersion stabilizer is selected from stearic acid, phenylformic acid, molecular weight is the naphthenic acid of 122-500, oleic acid, lauric acid, Zinic stearas, phosphoric acid, polyphosphoric acid H 6P 4O 13, tetra-sodium H 4P 2O 7In one or more mixture.
3. a kind of polymer modified asphalt stabiliser composition according to claim 1, it is characterized in that: the polyol ester in the dispersion stabilizer is selected from single oleic acid sorbitan ester, the naphthenic acid glycol ester NAEP of acid number≤1.0mgKOH/g, molecular formula [C 6H 5(CH 2) mCOOCH 2] n-C (CH 2OH) 4-nM=0 in the formula~27, the pentaerythrito naphthenate of n=1~4, pentaerythritol stearate PETS, the poly butylene succinate of molecular weight 〉=362, four isocaprylic acid pentaerythritol esters, the tetramethylolmethane benzoic ether, the different pelargonate of tetramethylolmethane, pentaerythritol tetraoctyl stearate, tetramethylolmethane four mercaptoacetates, tetramethylol methane tetraacrylate, ring and ball softening point is 100-108 ℃ pentalyn, PETO PETO, neopentyl glycol dioleate, the sour glycerine ester of single 18 (alkane), Ethylene glycol dimethacrylate, triglycol two 2-ethylhexoates, the mixture of one or more in the pentaerythritol triacrylate.
4. a kind of polymer modified asphalt stabiliser composition according to claim 1, it is characterized in that: sulphur and compound thereof in the crosslinking reaction agent are selected from elemental sulfur, it is pulverized sulfur, insoluble sulfur or colloid Sulfur, curing-N, N '-dicaprolactam, dicyclohexyl tetrathio diazine, ammonium dibutyldithiophosphate, one or more mixtures in the N cyclohexyl 2 benzothiazole sulfenamide.
5. a kind of polymer modified asphalt stabiliser composition according to claim 1; it is characterized in that: the superoxide in the crosslinking reaction agent is selected from benzoyl peroxide BPO; dicumyl peroxide DCP; diacetyl peroxide, two-2,4-dichlorobenzoperoxide DCBPO; ditertiary butyl peroxide TBP; the t-butyl peroxy benzoate, tertiary butyl benzoyl peroxide, one or more mixtures of tert butyl isopropyl benzene peroxide.
6. a kind of polymer modified asphalt stabiliser composition according to claim 1, it is characterized in that: the inorganic, metal oxide in the crosslinking reaction agent is selected from aluminum oxide, calcium oxide, calcium hydroxide, magnesium oxide, magnesiumcarbonate, zinc oxide, zinc carbonate, yellow lead oxide, tri-lead tetroxide, one or more mixtures in the white lead carbonate.
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CN104119687A (en) * 2014-07-21 2014-10-29 成都工业学院 Petroleum asphalt modifier and application thereof
CN104262977A (en) * 2014-10-23 2015-01-07 长安大学 Composite modified asphalt and preparation method thereof
CN107541231A (en) * 2017-09-29 2018-01-05 乔银娣 A kind of low wax pitch and preparation method thereof
CN107739517A (en) * 2017-10-24 2018-02-27 上海市政工程设计研究总院(集团)有限公司 A kind of excellent composite modified rubber asphalt of antistrip performance
CN113195638A (en) * 2018-10-24 2021-07-30 海瑞研发部 Reactivated asphalt binder and asphaltene compositions containing naphthenate as reactivating agent
CN113801675A (en) * 2020-06-17 2021-12-17 中国石油化工股份有限公司 90A road petroleum asphalt and preparation thereof
CN114045041A (en) * 2021-12-31 2022-02-15 远大洪雨(唐山)防水材料有限公司 Modified asphalt and preparation method thereof

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CN101457023A (en) * 2007-12-12 2009-06-17 中国石油天然气股份有限公司 Method for preparing polymer modified asphalt by one-step method
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CN101495576A (en) * 2006-04-26 2009-07-29 Sk能源株式会社 Asphalt composition having improved mechanical property and anti-aging property and method of preparing the same
CN101077935A (en) * 2007-04-13 2007-11-28 广州路翔股份有限公司 Process for preparing high elasticity modified asphalt
CN101100553A (en) * 2007-08-15 2008-01-09 戴建华 Bitumen compositions and preparation method thereof
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104119687A (en) * 2014-07-21 2014-10-29 成都工业学院 Petroleum asphalt modifier and application thereof
CN104262977A (en) * 2014-10-23 2015-01-07 长安大学 Composite modified asphalt and preparation method thereof
CN104262977B (en) * 2014-10-23 2016-06-22 长安大学 A kind of composite modified asphalt and preparation method thereof
CN107541231A (en) * 2017-09-29 2018-01-05 乔银娣 A kind of low wax pitch and preparation method thereof
CN107541231B (en) * 2017-09-29 2019-09-17 江西兴路公路材料有限公司 A kind of low wax pitch and preparation method thereof
CN107739517A (en) * 2017-10-24 2018-02-27 上海市政工程设计研究总院(集团)有限公司 A kind of excellent composite modified rubber asphalt of antistrip performance
CN113195638A (en) * 2018-10-24 2021-07-30 海瑞研发部 Reactivated asphalt binder and asphaltene compositions containing naphthenate as reactivating agent
CN113801675A (en) * 2020-06-17 2021-12-17 中国石油化工股份有限公司 90A road petroleum asphalt and preparation thereof
CN114045041A (en) * 2021-12-31 2022-02-15 远大洪雨(唐山)防水材料有限公司 Modified asphalt and preparation method thereof

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