CN110171937A - The modified Warm-Mix Bitumen Mixture of a kind of warm-mixing agent, SBS/SBR and preparation method - Google Patents

The modified Warm-Mix Bitumen Mixture of a kind of warm-mixing agent, SBS/SBR and preparation method Download PDF

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Publication number
CN110171937A
CN110171937A CN201811311124.6A CN201811311124A CN110171937A CN 110171937 A CN110171937 A CN 110171937A CN 201811311124 A CN201811311124 A CN 201811311124A CN 110171937 A CN110171937 A CN 110171937A
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warm
modified
sbs
sbr
mix
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CN110171937B (en
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高国华
姜竹昌
李传海
曹洪亮
白玉铎
尹永胜
阚涛
金龙飞
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Shandong Expressway Gaoguang Highway Co Ltd
Shandong Expressway With New Material Technology Co Ltd
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Shandong Expressway Gaoguang Highway Co Ltd
Shandong Expressway With New Material Technology Co Ltd
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    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B26/00Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
    • C04B26/02Macromolecular compounds
    • C04B26/26Bituminous materials, e.g. tar, pitch
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/0028Aspects relating to the mixing step of the mortar preparation
    • C04B40/0039Premixtures of ingredients
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/0075Uses not provided for elsewhere in C04B2111/00 for road construction
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/30Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways

Abstract

The invention discloses a kind of warm-mixing agent, the modified Warm-Mix Bitumen Mixture of SBS/SBR and preparation methods, belong to technical field of road construction.The warm-mixing agent includes aromatic naphtha, white lime and quaternary ammonium salt surface active agent;Modified warm-mixed asphalt includes matrix pitch, SBS or SBR and aforementioned warm-mixing agent;Modified Warm-Mix Bitumen Mixture includes modified warm-mixed asphalt, gather materials, miberal powder and bitumen.For Warm-Mix Bitumen Mixture of the invention while guaranteeing high and low temperature performance, mix and forming temperature compared to similar hot-mix asphalt mixture reduce by 35 DEG C or more, while reducing energy consumption, reduce the discharge of pernicious gas, are good for the environment.

Description

The modified Warm-Mix Bitumen Mixture of a kind of warm-mixing agent, SBS/SBR and preparation method
Technical field
The present invention relates to Warm-Mix Bitumen Mixtures in technical field of road construction more particularly to road engineering, and in particular to The modified Warm-Mix Bitumen Mixture of a kind of warm-mixing agent, SBS/SBR and preparation method.
Background technique
The asphalt used in road engineering is generally divided into two types according to construction temperature: hot-mix asphalt mixture With cold-mix asphalt mixture.Hot-mix asphalt mixture is widely used in road construction, however as environmental ecology ecological requirements, Hot-mix asphalt mixture is because the defect of high pollution, high energy consumption prevents it from the requirement that continues to meet social production, and phase therewith Although anti-cold-mix asphalt mixture low pollution, low energy consumption, its comprehensive performance is lower, also not can guarantee construction quality.20 generation It records the later period nineties, the developed countries such as America and Europe propose the concept of Warm-Mix Bitumen Mixture to protect environment, energy saving. Compared to hot-mix asphalt mixture, Warm-Mix Bitumen Mixture can reduce the discharge of energy consumption and pernicious gas in production process Amount;It, can be to avoid the problems such as asphalt early strength is relatively low, pavement performance is poor compared to cold-mix asphalt mixture.
Polymer SBS or SBR become research because that can improve the high temperature performance and temperature-sensitive performance of pitch simultaneously With apply most asphalt modifiers, and the layer that the upper surface of is widely used in asphalt pavement structural layer.Currently, Polymer SBS or SBR modifying agent is mainly used for modified 70# matrix pitch, and when preparing asphalt, the pitch processing temperature being modified is generally high Up to 180 DEG C, the heating temperature gathered materials more is up to 190 DEG C~220 DEG C, is mainly used for the preparation of hot-mix asphalt mixture.
It is more suitable for construction usage, energy saving, the superior Warm-Mix Bitumen Mixture of environmental ecology index to obtain, one As can on the basis of hot-mix asphalt mixture, be added warm-mixing agent, existing warm-mixing agent include sasobit, sasowam, REDISET, Asphaltan-B etc.;However, the hot asphalt prepared for above-mentioned SBS modified pitch or SBR modified pitch mixes For material, it is directly added into single warm-mixing agent, although can reduce mix temperature, limited extent is reduced, can only generally drop Low 10-15 DEG C, and the high and low temperature service performance of asphalt can decrease, it is difficult to reach the property of Warm-Mix Bitumen Mixture It can require.Further, since the reduction of mix temperature, by the modified 70# matrix pitch of SBS or SBR for Warm-Mix Bitumen Mixture It, can be because of the viscosity characteristics of 70# matrix pitch, it is difficult to guarantee or be promoted the performance requirement of asphalt when preparation.
It is suitable for the modified Warm-Mix Bitumen Mixture warm-mixing agent of SBS or SBR currently, developing, and is mixed for warm-mixed asphalt Mix temperature is effectively reduced while the high and low temperature service performance for not influencing asphalt in the preparation of material, energy saving, Eliminate environmental pollution and injury of human, it has also become be modified the hot spot of Warm-Mix Bitumen Mixture development at this stage.
Summary of the invention
In order to solve the above-mentioned technical problems, the present invention provides a kind of warm-mixing agents, the modified Warm-Mix Bitumen Mixture of SBS/SBR And preparation method;The warm-mixing agent is suitable for being used for the preparation of Warm-Mix Bitumen Mixture by SBS or SBR modified matrix pitch, is protecting While card asphalt mixes and stirs temperature and is greatly lowered, the high and low temperature service performance of asphalt is excellent, solves existing There is the problem of technology.
The technical solution adopted by the present invention are as follows:
A kind of warm-mixing agent, by percentage to the quality, including following component:
Aromatic naphtha 86%~94%, quaternary ammonium salt surface active agent 2%~6%, white lime 4%~8%.
The content of aromatic hydrocarbon is higher than 80% in the aromatic naphtha, and the content of ash content is lower than 0.1%, and the content of moisture is lower than 1%.
The preparation method of above-mentioned warm-mixing agent, including following operating procedure:
By above-mentioned mass percent, aromatic naphtha is heated to 80 DEG C~130 DEG C, adds white lime and quaternary ammonium salt surface Activating agent, stir 5~15 minutes to get.
A kind of modified Warm-Mix Bitumen Mixture of the SBS/SBR made from above-mentioned warm-mixing agent, by percentage to the quality, including such as Lower component:
The modified warm-mixed asphalt 5.5%~6% of SBS or SBR, 81%~86.5%, miberal powder 7%~13% that gathers materials, natural drip Blueness 0~1%;
The modified warm-mixed asphalt of the SBS or SBR is made of following component: by mass percentage,
Matrix pitch 86%~92%, SBS or SBR 2%~4%, warm-mixing agent 6%~10%;
The warm-mixing agent include aromatic naphtha 86%~94%, quaternary ammonium salt surface active agent 2%~6%, white lime 4%~ 8%.
The matrix pitch is 110# or more matrix pitch.
Described to gather materials for basalt, the proportion gathered materials is intensively with one of SMA series or AC series.
The partial size of the bitumen is 200~600 mesh, and content of ashes is 15%~20%.
Above-mentioned warm-mixing agent is preparing the application in modified Warm-Mix Bitumen Mixture.
The preparation method of the modified Warm-Mix Bitumen Mixture of above-mentioned SBS/SBR, including following operating procedure:
(1) above-mentioned mass percent is pressed, aromatic naphtha is heated to 80 DEG C~130 DEG C, adds white lime and quaternary ammonium salt Surfactant stirs 5~15 minutes, obtains warm-mixing agent, spare;
(2) SBS or SBR are added to temperature is in 130 DEG C~150 DEG C of matrix pitch, using shear agitation, when shearing Between be 30~60 minutes, obtain SBS modified pitch or SBR modified pitch;SBS modified pitch or SBR modified pitch are heated to 120 DEG C~150 DEG C, warm-mixing agent made from step (1) is added, using shear agitation, shear time is 5~10 minutes to get SBS Modified warm-mixed asphalt or the modified warm-mixed asphalt of SBR;
(3) above-mentioned mass percent is pressed, bitumen and gathering materials is added to temperature is 145 DEG C~155 DEG C and mix in pot, It mixes and stirs 90 seconds, obtains mixture A;
(4) the modified warm-mixed asphalt of SBS made from step (2) or the modified warm-mixed asphalt of SBR are added to the mixing of step (3) Expect mix 90 seconds, to obtain mixture B in A;
(5) finally, miberal powder is added into the mixture B of step (4), continue to mix and stir 90 seconds and be mixed to get modified warm-mixed asphalt Close material.
Step (3) bitumen and to gather materials mixing the heating temperature in pot be 155 DEG C, the modified temperature of step (4) SBS or SBR The heating temperature for mixing pitch is 140 DEG C~150 DEG C.
The beneficial effects of the present invention are:
1, the modified Warm-Mix Bitumen Mixture of SBS/SBR of the invention, it is modified by the way that the SBS prepared by compound warm-mixing agent is added The modified warm-mixed asphalt of warm-mixed asphalt or SBR, with gather materials, miberal powder and bitumen cooperate, greatly reduce mix temperature and molding Temperature reduces the discharge of pernicious gas while reducing energy consumption;Solve existing hot-mix asphalt mixture be directly added into it is existing Warm-mixing agent, the problem that cooling extent is limited and performance of asphalt mixture is bad, the hot asphalt modified compared to former SBR or SBS The mix temperature of mixture reduces 35 DEG C~45 DEG C, and forming temperature reduces 35 DEG C~45 DEG C.
2, component cooperation science, the preparation process of the modified Warm-Mix Bitumen Mixture of SBS/SBR of the invention are simple, are conducive to The use of different construction conditions.
3, SBS/SBR of the invention is modified the property retention of the Warm-Mix Bitumen Mixture performance of hot-mix asphalt mixture, It ensure that the practicability of asphalt.The matrix pitch that the present invention uses for the matrix pitch of 110# or more, compared to SBS or SBR modifying agent is mainly used for 70# matrix pitch and prepares hot-mix asphalt mixture, and 110# or more matrix pitch is softer, high-temperature behavior Difference but low temperature performance well, when producing asphalt, same temperature, 110# or more pitch viscosity is low, good fluidity, Preparation suitable for Warm-Mix Bitumen Mixture of the present invention.
4, warm-mixing agent of the invention uses composite parts, is added on the basis of quaternary ammonium salt surface active agent a certain amount of Aromatic naphtha and white lime, guarantee warm-mixing agent temperature reduction performance while, improve asphalt anti-water damage property and High temperature rutting resistance;The high temperature viscosity of SBS modified pitch or SBR modified pitch, season can be effectively reduced in aromatic naphtha therein It is wrapped to what is gathered materials to improve pitch that ammonium type surfactant can reduce the high temperature viscosity of pitch by way of foaming, White lime can improve the adhesiveness of asphalt and aggregate, and the warm-mixing agent that three cooperates as Warm-Mix Bitumen Mixture can Significantly improve the service performance of asphalt.
Specific embodiment
Below with reference to the embodiment technical solution that the present invention will be described in detail, but the present invention is not limited to following embodiments.
Embodiment 1
The preparation of warm-mixing agent: by weight percent, take respectively 94% aromatic naphtha, 4% white lime and 2% quaternary ammonium salt Aromatic naphtha is heated to 80~130 DEG C by class surfactant, after white lime and quaternary ammonium salt surface active agent are added to aromatic hydrocarbons In oil, stirs 5~15 minutes, obtain warm-mixing agent.
The preparation of the modified warm-mixed asphalt of SBS: by weight percent, 86% 110# matrix pitch, 4% SBS are taken respectively Modifying agent, 10% warm-mixing agent;By 110# matrix pitch, being heated to temperature is 130~150 DEG C, and then SBS modifier is added Into 110# matrix pitch, SBS modified pitch is obtained within shear agitation 30~60 minutes;Finally by aforementioned warm-mixing agent, it is added to SBS In modified pitch, continue shear agitation 5~10 minutes, obtains the modified warm-mixed asphalt of SBS.
The preparation of the modified Warm-Mix Bitumen Mixture of SBS: will gather materials is configured to SMA-10 type and gathers materials, by weight percent, point Do not take 81% to gather materials, the modified warm-mixed asphalt of 6% SBS and 13% miberal powder.It will gather materials first and exist with the modified warm-mixed asphalt of SBS Temperature is secondly to be added miberal powder mix 90 seconds mix 90 seconds at 145 DEG C, obtains the modified Warm-Mix Bitumen Mixture of SBS.It will modified temperature It mixes asphalt and is prepared into various bitumen mixture specimens, then be modified Warm-Mix Bitumen Mixture benchmark test, tie Fruit is shown in Table 1.Wherein, gathering materials with the heating temperature of miberal powder is 155 DEG C, and the heating temperature of the modified warm-mixed asphalt of SBS is 150 DEG C, examination Part forming temperature is 135 DEG C.
Embodiment 2
The preparation of warm-mixing agent: by weight percent, take respectively 86% aromatic naphtha, 8% white lime and 6% quaternary ammonium salt Aromatic naphtha is heated to 80~130 DEG C by class surfactant, after white lime and quaternary ammonium salt surface active agent are added to aromatic hydrocarbons In oil, stirs 5~15 minutes, obtain warm-mixing agent.
The preparation of the modified warm-mixed asphalt of SBR: by weight percent, 92% 130# matrix pitch, 2% SBR are taken respectively Modifying agent, 6% warm-mixing agent;By 130# matrix pitch, being heated to temperature is 130~150 DEG C, and then SBR modifying agent is added Into 130# matrix pitch, SBR modified pitch is obtained within shear agitation 30~60 minutes;Finally by aforementioned warm-mixing agent, it is added to SBR In modified pitch, continue shear agitation 5~10 minutes, obtains the modified warm-mixed asphalt of SBR.
The preparation of the modified Warm-Mix Bitumen Mixture of SBR: will gather materials is configured to AC-13 type and gathers materials, and claims respectively by mass fraction Take 86.5% to gather materials, the modified warm-mixed asphalt of 5.5% SBR, 7% miberal powder and 1% bitumen;It will gather materials first and day Right pitch is 150 DEG C in temperature and mixes mix 90 seconds in pot, SBR is secondly added modified warm-mixed asphalt mix 90 seconds, finally again plus Enter miberal powder mix 90 seconds, obtains the modified Warm-Mix Bitumen Mixture of SBR.Mixture is prepared into various bitumen mixture specimens, then Performance of asphalt mixture evaluation test is carried out, the results are shown in Table 1.Wherein, gathering materials with the heating temperature of miberal powder is 155 DEG C, pitch Heating temperature is 140 DEG C, and specimen molding temperature is 140 DEG C.
Embodiment 3
The preparation of warm-mixing agent: by weight percent, take respectively 90% aromatic naphtha, 6% white lime and 4% quaternary ammonium salt Aromatic naphtha is heated to 80~130 DEG C by class surfactant, after white lime and quaternary ammonium salt surface active agent are added to aromatic hydrocarbons In oil, stirs 5~15 minutes, obtain warm-mixing agent.
The preparation of the modified warm-mixed asphalt of SBS: by weight percent, 89% 110# matrix pitch, 3% SBS are taken respectively Modifying agent, 8% warm-mixing agent;By 110# matrix pitch, being heated to temperature is 130~150 DEG C, and then SBS modifier is added Into 110# matrix pitch, SBS modified pitch is obtained within shear agitation 30~60 minutes;Finally by aforementioned warm-mixing agent, it is added to SBS In modified pitch, continue shear agitation 5~10 minutes, obtains the modified warm-mixed asphalt of SBS.
The preparation of the modified Warm-Mix Bitumen Mixture of SBS: will gather materials is configured to SMA-16 type and gathers materials, and claims respectively by mass fraction Take 83.8% to gather materials, the modified warm-mixed asphalt of 5.7% SBS, 10% miberal powder and 0.5% bitumen;It will gather materials first It is 155 DEG C in temperature with bitumen and mixes mix 90 seconds in pot, SBS is secondly added modified warm-mixed asphalt mix 90 seconds, finally It adds miberal powder mix 90 seconds, obtains the modified Warm-Mix Bitumen Mixture of SBS.Mixture is prepared into various asphalt examinations Part, then performance of asphalt mixture evaluation test is carried out, it the results are shown in Table 1.Wherein, gathering materials with the heating temperature of miberal powder is 155 DEG C, drip Green heating temperature is 145 DEG C, and specimen molding temperature is 145 DEG C.
Embodiment 4
The preparation of warm-mixing agent: by weight percent, take respectively 92% aromatic naphtha, 5% white lime and 3% quaternary ammonium salt Aromatic naphtha is heated to 80~130 DEG C by class surfactant, after white lime and quaternary ammonium salt surface active agent are added to aromatic hydrocarbons In oil, stirs 5~15 minutes, obtain warm-mixing agent.
The preparation of the modified warm-mixed asphalt of SBR: by weight percent, 90% 130# matrix pitch, 3% SBR are taken respectively Modifying agent, 7% warm-mixing agent;By 130# matrix pitch, being heated to temperature is 130~150 DEG C, and then SBR modifying agent is added Into 130# matrix pitch, SBR modified pitch is obtained within shear agitation 30~60 minutes;Finally by aforementioned warm-mixing agent, it is added to SBR In modified pitch, continue shear agitation 5~10 minutes, obtains the modified warm-mixed asphalt of SBR.
The preparation of the modified Warm-Mix Bitumen Mixture of SBR: will gather materials is configured to AC-20 type and gathers materials, and claims respectively by mass fraction Take 82.8% to gather materials, the modified warm-mixed asphalt of 5.8% SBR, 11% miberal powder and 0.4% bitumen;Complete preamble work After work, it will gather materials first and bitumen be 150 DEG C in temperature and mix mix 90 seconds in pot, the modified warm mix drip of SBR is secondly added Green mix 90 seconds, finally adds miberal powder mix 90 seconds, obtains the modified Warm-Mix Bitumen Mixture of SBR.Mixture is prepared into respectively Kind bitumen mixture specimen, then performance of asphalt mixture evaluation test is carried out, it the results are shown in Table 1.The heating wherein gathered materials with miberal powder Temperature is 145 DEG C, and the heating temperature of pitch is 145 DEG C, and specimen molding temperature is 140 DEG C.
Comparative example 1
The preparation of SBS modified pitch: weighing the 110# matrix pitch that mass fraction is 95% first and being heated to temperature is 130 ~150 DEG C, secondly the SBS modifier that mass fraction is 5% is added to shear agitation 30~60 minutes in matrix pitch and is obtained SBS modified pitch.
The preparation of SBS modified asphalt mixture: by taking SMA-13 gathers materials as an example, 86.5% collection is weighed respectively by mass fraction Material, the modified warm-mixed asphalt of 6.5% SBS and 7% miberal powder, will gather materials first with the modified warm-mixed asphalt of SBS in temperature is 190 DEG C Secondly lower mix 90 seconds is added miberal powder mix 90 seconds, obtain the modified Warm-Mix Bitumen Mixture of SBS.Mixture is prepared into various Bitumen mixture specimen, then performance of asphalt mixture evaluation test is carried out, it the results are shown in Table 1.The heating temperature wherein gathered materials with miberal powder Degree is 200 DEG C, and the heating temperature of pitch is 180 DEG C, and specimen molding temperature is 180 DEG C.
Comparative example 2
The preparation of warm-mixing agent: aromatic naphtha is only added according to the warm-mixing agent match ratio in embodiment 3 and quaternary ammonium salt surface is living Property agent, by aromatic naphtha heating temperature to 80~130 DEG C, after quaternary ammonium salt surface active agent is added into aromatic naphtha, stirring 5~ 15 minutes, obtain warm-mixing agent.
The preparation of the modified warm-mixed asphalt of SBR: the 110# matrix pitch that mass fraction is 90% is weighed first and is heated to temperature It is 130~150 DEG C, the SBR modifying agent that mass fraction is 3% is secondly added to shear agitation 30~60 minutes in matrix pitch SBR modified pitch is obtained, finally the warm-mixing agent that mass fraction is 7% is added in pitch, continues 5~10 points of shear agitation Clock obtains the modified warm-mixed asphalt of SBR.
The preparation of the modified Warm-Mix Bitumen Mixture of SBR: will gather materials is configured to SMA-16 type and gathers materials, then by mass fraction point Also known as take 82.6% to gather materials, the modified warm-mixed asphalt of 6% SBR, 11% miberal powder and 0.4% bitumen, first will collection Material and bitumen are 155 DEG C in temperature and mix mix 90 seconds in pot, SBR are secondly added modified warm-mixed asphalt mix 90 seconds, most After add miberal powder mix 90 seconds, obtain the modified Warm-Mix Bitumen Mixture of SBR.Mixture is prepared into various asphalt examinations Part, then performance of asphalt mixture evaluation test is carried out, it the results are shown in Table 1.
Comparative example 3
The preparation of the modified warm-mixed asphalt of SBS: the 110# matrix pitch that mass fraction is 89% is weighed first and is heated to temperature It is 130~150 DEG C, the SBS modifier that mass fraction is 3% is secondly added to shear agitation 30~60 minutes in matrix pitch SBS modified pitch is obtained, finally the aromatic naphtha that mass fraction is 8% is added in pitch, continues 5~10 points of shear agitation Clock obtains the modified warm-mixed asphalt of SBS.
The preparation of the modified Warm-Mix Bitumen Mixture of SBS: will gather materials is configured to AC-20 type and gathers materials, and claims respectively by mass fraction Take 83.8% to gather materials, the modified warm-mixed asphalt of 5.7% SBS, 10% miberal powder and 0.5% bitumen.It will gather materials first It is 165 DEG C in temperature with bitumen and mixes mix 90 seconds in pot, SBS is secondly added modified warm-mixed asphalt mix 90 seconds, finally It is added miberal powder mix 90 seconds, obtains the modified Warm-Mix Bitumen Mixture of SBS.Mixture is prepared into various bitumen mixture specimens, Performance of asphalt mixture evaluation test is carried out again, the results are shown in Table 1.
Comparative example 4
The preparation of the modified warm-mixed asphalt of SBS: the 110# matrix pitch that mass fraction is 94% is weighed first and is heated to temperature It is 130~150 DEG C, the SBS modifier that mass fraction is 4% is secondly added to shear agitation 30~60 minutes in matrix pitch SBS modified pitch is obtained, finally the quaternary ammonium salt surface active agent that mass fraction is 2% is added in pitch, continues to shear Stirring 5~10 minutes obtains the modified warm-mixed asphalt of SBS.
The preparation of the modified Warm-Mix Bitumen Mixture of SBS: will gather materials is configured to AC-20 type and gathers materials, and claims respectively by mass fraction Take 84.1% to gather materials, the modified warm-mixed asphalt of 5.4% SBS, 9.5% miberal powder and 1% bitumen.To gather materials first with Bitumen is 165 DEG C in temperature and mixes mix 90 seconds in pot, SBS is secondly added modified warm-mixed asphalt mix 90 seconds, finally plus Enter miberal powder mix 90 seconds, obtains the modified Warm-Mix Bitumen Mixture of SBS.Mixture is prepared into various bitumen mixture specimens, then Performance of asphalt mixture evaluation test is carried out, the results are shown in Table 1.
1 Bituminous Mixture Ratio of table and performance
As shown in Table 1, the performance of asphalt is compared it can be found that in the premise for guaranteeing mixture high and low temperature performance Under, the mix temperature and forming temperature of the modified Warm-Mix Bitumen Mixture of the present invention mix SBS/SBR than heat in comparative example 1 and are modified drip Green mixture reduces by 35 DEG C~45 DEG C;The warm-mixing agent of comparative example 2 does not add white lime, although mix temperature can be reduced successfully, But it can be seen that the anti-water damage property of asphalt well below various embodiments of the present invention from the performance of asphalt Performance;Warm-mixing agent in comparative example 3 and comparative example 4 is respectively only with aromatic naphtha, quaternary ammonium salt surface active agent, two comparative examples Mix, the compacting temperature of Asphalt Mixture are higher, are not able to satisfy the standard of Warm-Mix Bitumen Mixture, secondly, two groups of pitches The high and low temperature performance and anti-water damage property of mixture are poor, far from the requirement for meeting specification.
Above-mentioned specific embodiment cannot function as limiting the scope of the invention, for the technology people of the art For member, any alternate modification or transformation made to embodiment of the present invention are fallen within the scope of protection of the present invention.
Place is not described in detail by the present invention, is the well-known technique of those skilled in the art of the present technique.

Claims (10)

1. a kind of warm-mixing agent, it is characterised in that: by percentage to the quality, including following component:
Aromatic naphtha 86%~94%, quaternary ammonium salt surface active agent 2%~6%, white lime 4%~8%.
2. a kind of warm-mixing agent according to claim 1, it is characterised in that: the content of aromatic hydrocarbon is higher than in the aromatic naphtha 80%, the content of ash content is lower than 0.1%, and the content of moisture is lower than 1%.
3. a kind of preparation method of warm-mixing agent as described in claim 1, it is characterised in that: including following operating procedure:
By above-mentioned mass percent, aromatic naphtha is heated to 80 DEG C~130 DEG C, adds white lime and quaternary ammonium salt surface active Agent, stir 5~15 minutes to get.
4. a kind of modified Warm-Mix Bitumen Mixture of SBS/SBR, it is characterised in that: with temperature of any of claims 1-3 Agent is mixed to be made.
5. the modified Warm-Mix Bitumen Mixture of SBS/SBR according to claim 4, it is characterised in that: by percentage to the quality, Including following component:
The modified warm-mixed asphalt 5.5%~6% of SBS or SBR, 81%~86.5%, miberal powder 7%~13% that gathers materials, bitumen 0~ 1%;
The modified warm-mixed asphalt of the SBS or SBR is made of following component: by mass percentage,
Matrix pitch 86%~92%, SBS or SBR 2%~4%, warm-mixing agent 6%~10%;
The warm-mixing agent includes aromatic naphtha 86%~94%, quaternary ammonium salt surface active agent 2%~6%, white lime 4%~8%.
6. the modified Warm-Mix Bitumen Mixture of SBS/SBR according to claim 4, it is characterised in that: the matrix pitch is 110# or more matrix pitch;Described to gather materials for basalt, the proportion gathered materials is intensive one in SMA series or AC series Kind;The partial size of the bitumen is 200~600 mesh, and content of ashes is 15%~20%.
7. a kind of warm-mixing agent as described in any one of claims 1-3 is in preparing the modified Warm-Mix Bitumen Mixture of SBS/SBR Using.
8. a kind of preparation method for being modified Warm-Mix Bitumen Mixture such as the described in any item SBS/SBR of claim 4-6, feature It is: including following operating procedure:
(1) above-mentioned mass percent is pressed, aromatic naphtha is heated to 80 DEG C~130 DEG C, adds white lime and quaternary ammonium salt surface Activating agent stirs 5~15 minutes, obtains warm-mixing agent, spare;
(2) SBS or SBR are added in the matrix pitch that temperature is 130 DEG C~150 DEG C, using shear agitation, shear time is 30~60 minutes, obtain SBS modified pitch or SBR modified pitch;SBS modified pitch or SBR modified pitch are heated to 120 DEG C ~150 DEG C, warm-mixing agent made from step (1) is added, using shear agitation, shear time is 5~10 minutes modified to get SBS Warm-mixed asphalt or the modified warm-mixed asphalt of SBR;
(3) above-mentioned mass percent is pressed, bitumen and gathering materials is added to temperature is 145 DEG C~155 DEG C and mix in pot, mix and stir 90 seconds, obtain mixture A;
(4) the modified warm-mixed asphalt of SBS made from step (2) or the modified warm-mixed asphalt of SBR are added to the mixture A of step (3) In, mix 90 seconds, obtain mixture B;
(5) finally, miberal powder is added into the mixture B of step (4), continue to mix and stir 90 seconds to get modified Warm-Mix Bitumen Mixture.
9. a kind of preparation method of the modified Warm-Mix Bitumen Mixture of SBS/SBR according to claim 8, it is characterised in that: Step (3) bitumen and to gather materials mixing the heating temperature in pot be 155 DEG C, the modified warm-mixed asphalt of step (4) SBS or SBR change Property warm-mixed asphalt heating temperature be 140 DEG C~150 DEG C.
10. a kind of preparation method of the modified Warm-Mix Bitumen Mixture of SBS/SBR according to claim 8, it is characterised in that: The matrix pitch is 110# or more matrix pitch;Described to gather materials for basalt, the proportion gathered materials is intensively with SMA series Or one of AC series;The partial size of the bitumen is 200~600 mesh, and content of ashes is 15%~20%.
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111499268A (en) * 2020-03-25 2020-08-07 长安大学 Asphalt mixture for improving microwave absorption efficiency and preparation method thereof
CN112625451A (en) * 2020-12-17 2021-04-09 黑龙江省公路勘察设计院 Temperature-modified asphalt modifier
CN113444373A (en) * 2021-06-03 2021-09-28 李威风 Composition for modifying asphalt, modified asphalt, method for producing same, and asphalt mixture
CN113845780A (en) * 2021-11-09 2021-12-28 山东高速济南绕城西线公路有限公司 Low-energy-consumption energy-dissipation warm-mixing high-viscosity modified asphalt and preparation method and application thereof

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104419209A (en) * 2013-08-22 2015-03-18 中国石油化工股份有限公司 Anionic asphalt temperature mixed agent and preparation method thereof

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104419209A (en) * 2013-08-22 2015-03-18 中国石油化工股份有限公司 Anionic asphalt temperature mixed agent and preparation method thereof

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
全国混凝土标准化技术委员会等: "《特种混凝土与沥青混凝土新技术及工程应用》", 31 August 2012 *
闫国杰等: "有机复合温拌剂对沥青性能影响研究", 《公路》 *

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111499268A (en) * 2020-03-25 2020-08-07 长安大学 Asphalt mixture for improving microwave absorption efficiency and preparation method thereof
CN112625451A (en) * 2020-12-17 2021-04-09 黑龙江省公路勘察设计院 Temperature-modified asphalt modifier
CN113444373A (en) * 2021-06-03 2021-09-28 李威风 Composition for modifying asphalt, modified asphalt, method for producing same, and asphalt mixture
CN113444373B (en) * 2021-06-03 2023-01-24 李威风 Composition for modifying asphalt, modified asphalt, method for producing same, and asphalt mixture
CN113845780A (en) * 2021-11-09 2021-12-28 山东高速济南绕城西线公路有限公司 Low-energy-consumption energy-dissipation warm-mixing high-viscosity modified asphalt and preparation method and application thereof

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