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CN110577750A - A kind of composite modified asphalt for road and preparation method thereof - Google Patents

A kind of composite modified asphalt for road and preparation method thereof Download PDF

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CN110577750A
CN110577750A CN201910902923.9A CN201910902923A CN110577750A CN 110577750 A CN110577750 A CN 110577750A CN 201910902923 A CN201910902923 A CN 201910902923A CN 110577750 A CN110577750 A CN 110577750A
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asphalt
parts
biological filler
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sbr
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廖凡
廖国胜
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Wuhan University of Science and Technology WHUST
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    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L95/00Compositions of bituminous materials, e.g. asphalt, tar, pitch
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L2205/00Polymer mixtures characterised by other features
    • C08L2205/02Polymer mixtures characterised by other features containing two or more polymers of the same C08L -group
    • C08L2205/025Polymer mixtures characterised by other features containing two or more polymers of the same C08L -group containing two or more polymers of the same hierarchy C08L, and differing only in parameters such as density, comonomer content, molecular weight, structure
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L2205/00Polymer mixtures characterised by other features
    • C08L2205/03Polymer mixtures characterised by other features containing three or more polymers in a blend
    • C08L2205/035Polymer mixtures characterised by other features containing three or more polymers in a blend containing four or more polymers in a blend
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L2205/00Polymer mixtures characterised by other features
    • C08L2205/04Polymer mixtures characterised by other features containing interpenetrating networks
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L2555/00Characteristics of bituminous mixtures
    • C08L2555/40Mixtures based upon bitumen or asphalt containing functional additives
    • C08L2555/50Inorganic non-macromolecular ingredients
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L2555/00Characteristics of bituminous mixtures
    • C08L2555/40Mixtures based upon bitumen or asphalt containing functional additives
    • C08L2555/80Macromolecular constituents
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L2555/00Characteristics of bituminous mixtures
    • C08L2555/40Mixtures based upon bitumen or asphalt containing functional additives
    • C08L2555/80Macromolecular constituents
    • C08L2555/84Polymers comprising styrene, e.g., polystyrene, styrene-diene copolymers or styrene-butadiene-styrene copolymers

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  • Chemical Kinetics & Catalysis (AREA)
  • Medicinal Chemistry (AREA)
  • Polymers & Plastics (AREA)
  • Organic Chemistry (AREA)
  • Road Paving Structures (AREA)
  • Compositions Of Macromolecular Compounds (AREA)

Abstract

本发明属于路建筑材料技术领域,尤其是一种道路用复合改性沥青及其制备方法,针对现有的改性沥青的整体强度不能得到保障的问题,现提出如下解决方案,包括主料和辅料,所述主料包括基质沥青,所述辅料包括改性剂、稳定剂、生物填料、SBS、SBR和PPA。通过添加PPA和MAC改性剂对SBS和SBR的性能进行增强,SBR与SBS等组合形成的复合改性剂掺加在沥青中后,由于大分子交联作用,橡塑材料在沥青中形成比单一SBR改性更大的、更复杂的、无规则的互穿网结构,添加PPA后能够明显改善沥青混合后的高温性能和柔性,MAC改性剂能够提高生物填料和沥青的粘附性,改善混合后的水稳定性、抗疲劳性和抗老化性。The invention belongs to the technical field of road building materials, in particular to a composite modified asphalt for roads and a preparation method thereof. Aiming at the problem that the overall strength of the existing modified asphalt cannot be guaranteed, the following solutions are proposed, including main materials and Auxiliary material, the main material includes base asphalt, and the auxiliary material includes modifier, stabilizer, biological filler, SBS, SBR and PPA. The performance of SBS and SBR is enhanced by adding PPA and MAC modifiers. After the composite modifier formed by the combination of SBR and SBS is added to the asphalt, due to the cross-linking effect of macromolecules, the rubber and plastic materials form a higher proportion in the asphalt. A single SBR modifies a larger, more complex, random interpenetrating network structure, and the addition of PPA can significantly improve the high-temperature performance and flexibility of asphalt mixing. MAC modifier can improve the adhesion of biological fillers and asphalt. Improves water stability, fatigue resistance and aging resistance after mixing.

Description

一种道路用复合改性沥青及其制备方法A kind of composite modified asphalt for road and preparation method thereof

技术领域technical field

本发明涉及道路建筑材料技术领域,尤其涉及一种道路用复合改性沥青及其制备方法。The invention relates to the technical field of road building materials, in particular to a composite modified asphalt for roads and a preparation method thereof.

背景技术Background technique

沥青是由高分子烃类和非烃类组成的黑色或者暗黑色的固体或半固体粘稠状物质,具有耐水防湿、耐磨、电绝缘、韧性等优异的性能,是现代道路建设不可或缺的重要材料。沥青路面由于天气、车辆超载等原因,常常会出现路面沉陷、裂缝、平整度降低等缺陷,而这些缺陷往往容易进一步加速沥青路面的整体破坏,从而对车辆行驶安全造成潜在的危害。Asphalt is a black or dark black solid or semi-solid viscous substance composed of high molecular hydrocarbons and non-hydrocarbons. It has excellent properties such as water resistance, moisture resistance, wear resistance, electrical insulation and toughness. It is indispensable for modern road construction. important material. Due to weather, vehicle overloading and other reasons, asphalt pavement often has defects such as pavement subsidence, cracks, and flatness reduction. These defects often further accelerate the overall damage of asphalt pavement, thus causing potential harm to vehicle driving safety.

由于沥青的固体形态,其流通性较差,并且其是粘稠状物体,黏性很强,因此,往往无法很好的与其他集料混合,为道路施工带来极大的困难。目前将沥青与集料混合的方法主要是溶剂法和加热熔融法。溶剂法采用大量有机溶剂将沥青溶解,从而增加其流动性,达到与集料混合均匀的目的,因此市场上出现越来越多的复合改性沥青。Due to the solid form of asphalt, its fluidity is poor, and it is a viscous object with strong viscosity. Therefore, it is often not well mixed with other aggregates, which brings great difficulties to road construction. At present, the main methods of mixing asphalt with aggregate are solvent method and heating and melting method. The solvent method uses a large amount of organic solvent to dissolve the asphalt, thereby increasing its fluidity and achieving the purpose of mixing with the aggregate evenly. Therefore, more and more composite modified asphalts appear on the market.

为了充分发挥废橡胶粉对沥青的改性作用,目前一些技术措施用来提高废橡胶粉在沥青中的稳定性。比如,在改性沥青工艺流程中使用有机溶剂提高废橡胶粉在沥青中的相容性,或者利用偶联剂改善废橡胶粉与沥青的界面作用,但是这些助剂的使用改性沥青的整体强度不能得到保障,与现有的沥青相比较强度增加不明显,因此,发明一种道路用复合改性沥青及其制备方法很有必要。In order to give full play to the modification effect of waste rubber powder on asphalt, some technical measures are currently used to improve the stability of waste rubber powder in asphalt. For example, in the modified asphalt process, organic solvents are used to improve the compatibility of waste rubber powder in asphalt, or coupling agents are used to improve the interface between waste rubber powder and asphalt, but the use of these additives in the overall modified asphalt The strength cannot be guaranteed, and the strength increase is not obvious compared with the existing asphalt. Therefore, it is necessary to invent a composite modified asphalt for roads and a preparation method thereof.

发明内容SUMMARY OF THE INVENTION

本发明提出的一种道路用复合改性沥青及其制备方法,解决了改性沥青的整体强度不能得到保障的问题。The composite modified asphalt for road and its preparation method proposed by the invention solve the problem that the overall strength of the modified asphalt cannot be guaranteed.

为了实现上述目的,本发明采用了如下技术方案:In order to achieve the above object, the present invention adopts the following technical solutions:

一种道路用复合改性沥青,包括主料和辅料,所述主料包括基质沥青,所述辅料包括改性剂、稳定剂、生物填料、SBS、SBR和PPA,所述主料和辅料中各成分按照质量份数采用以下配比:基质沥青82-90份、改性剂6-10份、稳定剂3-7份、生物填料12-16份、SBS 8-12份、SBR 6-10份、PPA 10-14份。A composite modified asphalt for road, including main material and auxiliary material, the main material includes base asphalt, and the auxiliary material includes modifier, stabilizer, biological filler, SBS, SBR and PPA, in the main material and auxiliary material Each component adopts the following proportions according to the mass parts: 82-90 parts of base asphalt, 6-10 parts of modifier, 3-7 parts of stabilizer, 12-16 parts of biological filler, 8-12 parts of SBS, 6-10 parts of SBR 10-14 servings of PPA.

优选的,所述基质沥青选用煤焦沥青、石油沥青和天然沥青中的一种或多种,所述生物填料包括RAP沥青、废橡胶粉和淤泥,所述生物填料中各成分比例为3:2:1,所述改性剂选用MAC改性剂。Preferably, described matrix pitch selects one or more in coal tar pitch, petroleum pitch and natural pitch, described biological filler comprises RAP pitch, waste rubber powder and sludge, and each component ratio in described biological filler is 3: 2:1, the modifier selects MAC modifier.

优选的,本发明还提供了一种道路用复合改性沥青的制备方法,具体包括以下步骤:Preferably, the present invention also provides a method for preparing composite modified asphalt for roads, which specifically includes the following steps:

步骤一:选取基质沥青和生物填料分别进行加热,加热温度保持在150-180℃持续加热2-4h,加热过程不间断进行搅拌混匀;Step 1: Select the matrix asphalt and the biological filler to be heated respectively, and the heating temperature is kept at 150-180 °C for 2-4 hours, and the heating process is continuously stirred and mixed;

步骤二:将加热后的生物填料添加在基质沥青内,并向其中添加稳定剂,将其加热温度提高至180-220℃,并持续进行搅拌,搅拌过程中向其中均匀添加SBS和SBR;Step 2: adding the heated biological filler into the base asphalt, adding a stabilizer to it, increasing the heating temperature to 180-220°C, and continuously stirring, adding SBS and SBR evenly during the stirring process;

步骤三:向基质沥青内添加PPA进行搅拌加热,加热30-50min后再添加改性剂进行加热4-6h,加热完成后以30-50℃/h进行逐步降温,直至温度降低至室温,得到复合改性沥青。Step 3: Add PPA to the base asphalt for stirring and heating, add modifier for heating for 4-6 hours after heating for 30-50 minutes, and gradually cool down at 30-50°C/h after the heating is completed until the temperature is lowered to room temperature to obtain Compound modified asphalt.

优选的,所述步骤一需要先对生物填料进行初步粉碎加工,将其内部体积较大的部分粉碎后再加热。Preferably, in the first step, the biological filler needs to be preliminarily pulverized, and then the part with a larger internal volume is pulverized and then heated.

优选的,所述步骤二中辅料添加完后持续加热2-4h。Preferably, the heating is continued for 2-4 hours after the addition of the auxiliary materials in the second step.

与现有技术相比,本发明的有益效果是:Compared with the prior art, the beneficial effects of the present invention are:

1、本发明中,通过添加PPA和MAC改性剂对SBS和SBR的性能进行增强,SBR与SBS等组合形成的复合改性剂掺加在沥青中后,由于大分子交联作用,橡塑材料在沥青中形成比单一SBR改性更大的、更复杂的、无规则的互穿网结构,添加PPA后能够明显改善沥青混合后的高温性能和柔性,MAC改性剂能够提高生物填料和沥青的粘附性,改善混合后的水稳定性、抗疲劳性和抗老化性,在低温条件下状态稳定,确保在铺设道路使用过程中的强度和使用寿命;1. In the present invention, the performance of SBS and SBR is enhanced by adding PPA and MAC modifiers. After the composite modifier formed by the combination of SBR and SBS is added to the asphalt, due to the cross-linking effect of macromolecules, the rubber and plastics can be reduced. The material forms a larger, more complex, random interpenetrating network structure in asphalt than a single SBR modification. Adding PPA can significantly improve the high temperature performance and flexibility of asphalt mixing. MAC modifier can improve the biological filler and Adhesion of asphalt, improve water stability, fatigue resistance and aging resistance after mixing, stable state under low temperature conditions, to ensure the strength and service life during the use of road paving;

2、本发明中,通过选取RAP沥青、废橡胶粉和淤泥作为生物填料,生物填料与基质沥青和辅料中的化学成分基本相同,能够较快的混合在一起,同时因比重的不同能够填充基质沥青内的空隙,减少气泡的产生,增加整体的强度,另外RAP沥青、废橡胶粉和淤泥均为生产使用后的废料,对废料的再次加工和使用,达到节省能源和成本,保护环境的效果。2. In the present invention, by selecting RAP asphalt, waste rubber powder and sludge as biological fillers, the chemical components of biological fillers and matrix asphalt and auxiliary materials are basically the same, which can be mixed together quickly, and at the same time can fill the matrix due to the difference in specific gravity. The voids in the asphalt reduce the generation of air bubbles and increase the overall strength. In addition, RAP asphalt, waste rubber powder and sludge are all wastes after production and use. The reprocessing and use of the wastes can save energy and cost and protect the environment. .

具体实施方式Detailed ways

下面将结合本发明实施例,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all the embodiments.

实施例一:Example 1:

一种道路用复合改性沥青,包括主料和辅料,所述主料包括基质沥青,所述辅料包括改性剂、稳定剂、生物填料、SBS、SBR和PPA,所述主料和辅料中各成分按照质量份数采用以下配比:基质沥青82份、改性剂6份、稳定剂3份、生物填料12份、SBS 8份、SBR 6份、PPA 10份。A composite modified asphalt for road, including main material and auxiliary material, the main material includes base asphalt, and the auxiliary material includes modifier, stabilizer, biological filler, SBS, SBR and PPA, in the main material and auxiliary material Each component adopts the following proportions according to the parts by mass: 82 parts of base asphalt, 6 parts of modifier, 3 parts of stabilizer, 12 parts of biological filler, 8 parts of SBS, 6 parts of SBR, and 10 parts of PPA.

所述基质沥青选用煤焦沥青、石油沥青和天然沥青中的一种或多种,所述生物填料包括RAP沥青、废橡胶粉和淤泥,所述生物填料中各成分比例为3:2:1,所述改性剂选用MAC改性剂。The base asphalt is selected from one or more of coal tar pitch, petroleum pitch and natural pitch. The biological filler includes RAP asphalt, waste rubber powder and sludge, and the ratio of each component in the biological filler is 3:2:1 , the modifier selects MAC modifier.

本发明还提供了一种道路用复合改性沥青的制备方法,具体包括以下步骤:The invention also provides a preparation method of composite modified asphalt for road, which specifically comprises the following steps:

步骤一:选取基质沥青和生物填料分别进行加热,需要先对生物填料进行初步粉碎加工,将其内部体积较大的部分粉碎后再加热,加热温度保持在150℃持续加热2h,加热过程不间断进行搅拌混匀;Step 1: Select the matrix asphalt and the biological filler to be heated separately. The biological filler needs to be preliminarily pulverized, and the larger internal volume is pulverized and then heated. The heating temperature is kept at 150 ° C for 2 hours, and the heating process is uninterrupted. to stir and mix;

步骤二:将加热后的生物填料添加在基质沥青内,并向其中添加稳定剂,将其加热温度提高至180℃,并持续进行搅拌,搅拌过程中向其中均匀添加SBS和SBR,辅料添加完后持续加热2h;Step 2: Add the heated bio-filler to the base asphalt, add stabilizer to it, increase the heating temperature to 180°C, and continue stirring. During the stirring process, SBS and SBR are evenly added to it, and the auxiliary materials are added. Then continue to heat for 2h;

步骤三:向基质沥青内添加PPA进行搅拌加热,加热30min后再添加改性剂进行加热4h,加热完成后以30℃/h进行逐步降温,直至温度降低至室温,得到复合改性沥青。Step 3: Add PPA to the base asphalt for stirring and heating, add modifier for 4 hours after heating, and gradually cool down at 30°C/h after heating until the temperature drops to room temperature to obtain composite modified asphalt.

实施例二:Embodiment 2:

一种道路用复合改性沥青,包括主料和辅料,所述主料包括基质沥青,所述辅料包括改性剂、稳定剂、生物填料、SBS、SBR和PPA,所述主料和辅料中各成分按照质量份数采用以下配比:基质沥青90份、改性剂10份、稳定剂7份、生物填料16份、SBS12份、SBR 10份、PPA14份。A composite modified asphalt for road, including main material and auxiliary material, the main material includes base asphalt, and the auxiliary material includes modifier, stabilizer, biological filler, SBS, SBR and PPA, in the main material and auxiliary material Each component adopts the following proportions according to the parts by mass: 90 parts of base asphalt, 10 parts of modifier, 7 parts of stabilizer, 16 parts of biological filler, 12 parts of SBS, 10 parts of SBR, and 14 parts of PPA.

所述基质沥青选用煤焦沥青、石油沥青和天然沥青中的一种或多种,所述生物填料包括RAP沥青、废橡胶粉和淤泥,所述生物填料中各成分比例为3:2:1,所述改性剂选用MAC改性剂。The base asphalt is selected from one or more of coal tar pitch, petroleum pitch and natural pitch. The biological filler includes RAP asphalt, waste rubber powder and sludge, and the ratio of each component in the biological filler is 3:2:1 , the modifier selects MAC modifier.

本发明还提供了一种道路用复合改性沥青的制备方法,具体包括以下步骤:The present invention also provides a preparation method of composite modified asphalt for road, which specifically comprises the following steps:

步骤一:选取基质沥青和生物填料分别进行加热,需要先对生物填料进行初步粉碎加工,将其内部体积较大的部分粉碎后再加热,加热温度保持在180℃持续加热4h,加热过程不间断进行搅拌混匀;Step 1: Select the matrix asphalt and the biological filler to be heated separately. The biological filler needs to be preliminarily pulverized, and then the larger internal volume is pulverized and then heated. The heating temperature is kept at 180 °C for 4 hours, and the heating process is uninterrupted. to stir and mix;

步骤二:将加热后的生物填料添加在基质沥青内,并向其中添加稳定剂,将其加热温度提高至220℃,并持续进行搅拌,搅拌过程中向其中均匀添加SBS和SBR,辅料添加完后持续加热4h;Step 2: Add the heated bio-filler to the base asphalt, add stabilizer to it, increase the heating temperature to 220°C, and continue stirring. During the stirring process, SBS and SBR are evenly added to it, and the auxiliary materials are added. Then continue heating for 4h;

步骤三:向基质沥青内添加PPA进行搅拌加热,加热50min后再添加改性剂进行加热6h,加热完成后以50℃/h进行逐步降温,直至温度降低至室温,得到复合改性沥青。Step 3: Add PPA to the base asphalt for stirring and heating, add modifier for 6 hours after heating, and gradually cool down at 50°C/h after heating until the temperature drops to room temperature to obtain composite modified asphalt.

实施例三:Embodiment three:

一种道路用复合改性沥青,包括主料和辅料,所述主料包括基质沥青,所述辅料包括改性剂、稳定剂、生物填料、SBS、SBR和PPA,所述主料和辅料中各成分按照质量份数采用以下配比:基质沥青86份、改性剂8份、稳定剂5份、生物填料14份、SBS 10份、SBR 8份、PPA12份。A composite modified asphalt for road, including main material and auxiliary material, the main material includes base asphalt, and the auxiliary material includes modifier, stabilizer, biological filler, SBS, SBR and PPA, in the main material and auxiliary material Each component adopts the following proportions according to the parts by mass: 86 parts of base asphalt, 8 parts of modifier, 5 parts of stabilizer, 14 parts of biological filler, 10 parts of SBS, 8 parts of SBR, and 12 parts of PPA.

所述基质沥青选用煤焦沥青、石油沥青和天然沥青中的一种或多种,所述生物填料包括RAP沥青、废橡胶粉和淤泥,所述生物填料中各成分比例为3:2:1,所述改性剂选用MAC改性剂。The base asphalt is selected from one or more of coal tar pitch, petroleum pitch and natural pitch. The biological filler includes RAP asphalt, waste rubber powder and sludge, and the ratio of each component in the biological filler is 3:2:1 , the modifier selects MAC modifier.

本发明还提供了一种道路用复合改性沥青的制备方法,具体包括以下步骤:The invention also provides a preparation method of composite modified asphalt for road, which specifically comprises the following steps:

步骤一:选取基质沥青和生物填料分别进行加热,需要先对生物填料进行初步粉碎加工,将其内部体积较大的部分粉碎后再加热,加热温度保持在165℃持续加热3h,加热过程不间断进行搅拌混匀;Step 1: Select the matrix asphalt and the biological filler to be heated respectively. The biological filler needs to be preliminarily pulverized, and the larger part of the internal volume is pulverized before heating. The heating temperature is kept at 165 °C for 3 hours, and the heating process is uninterrupted to stir and mix;

步骤二:将加热后的生物填料添加在基质沥青内,并向其中添加稳定剂,将其加热温度提高至200℃,并持续进行搅拌,搅拌过程中向其中均匀添加SBS和SBR,辅料添加完后持续加热3h;Step 2: Add the heated bio-filler to the base asphalt, add stabilizer to it, increase the heating temperature to 200°C, and continue stirring. During the stirring process, SBS and SBR are evenly added to it, and the auxiliary materials are added. Then continue to heat for 3h;

步骤三:向基质沥青内添加PPA进行搅拌加热,加热40min后再添加改性剂进行加热5h,加热完成后以40℃/h进行逐步降温,直至温度降低至室温,得到复合改性沥青。Step 3: Add PPA to the base asphalt for stirring and heating, add modifier for 5 hours after heating, and gradually cool down at 40°C/h after heating until the temperature drops to room temperature to obtain composite modified asphalt.

实施例四:Embodiment 4:

针对上述实施例中分别制得的复合改性沥青在不同的需求下进行调整所需原料后加工制得,并与现有的道路沥青进行对比,具体数据如下:For the composite modified asphalt prepared in the above-mentioned embodiment, the required raw materials are adjusted and processed under different requirements, and compared with the existing road asphalt, the specific data are as follows:

从上述实验数据中可以得出,本发明提出的复合改性沥青及其制备方法所制得的复合改性沥青,与现有的沥青相比在各个属性方面均有所提高,粘结强度、剪切强度和固含量明显增强,增加沥青内部整体的强度,确保在铺设道路使用过程中的强度和使用寿命。It can be concluded from the above experimental data that the composite modified asphalt proposed by the present invention and the composite modified asphalt prepared by the preparation method thereof are improved in various properties compared with the existing asphalt, and the bonding strength, The shear strength and solid content are significantly enhanced, which increases the overall internal strength of the asphalt and ensures the strength and service life during road paving.

以上所述,仅为本发明较佳的具体实施方式,但本发明的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本发明揭露的技术范围内,根据本发明的技术方案及其发明构思加以等同替换或改变,都应涵盖在本发明的保护范围之内。The above description is only a preferred embodiment of the present invention, but the protection scope of the present invention is not limited to this. The equivalent replacement or change of the inventive concept thereof shall be included within the protection scope of the present invention.

Claims (5)

1. The composite modified asphalt for the road comprises a main material and an auxiliary material, and is characterized in that the main material comprises matrix asphalt, the auxiliary material comprises a modifier, a stabilizer, a biological filler, SBS, SBR and PPA, and the main material and the auxiliary material are prepared from the following components in parts by mass: 82-90 parts of matrix asphalt, 6-10 parts of modifier, 3-7 parts of stabilizer, 12-16 parts of biological filler, 8-12 parts of SBS, 6-10 parts of SBR and 10-14 parts of PPA.
2. The composite modified asphalt for the road according to claim 1, wherein the base asphalt is one or more of coal tar asphalt, petroleum asphalt and natural asphalt, the biological filler comprises RAP asphalt, waste rubber powder and sludge, the biological filler comprises the components in a ratio of 3:2:1, and the modifier is an MAC modifier.
3. The preparation method of the composite modified asphalt for the road is characterized by comprising the following steps:
The method comprises the following steps: selecting matrix asphalt and biological filler to respectively heat, keeping the heating temperature at 150-;
Step two: adding the heated biological filler into the matrix asphalt, adding a stabilizer, increasing the heating temperature to 180-220 ℃, continuously stirring, and uniformly adding SBS and SBR into the mixture in the stirring process;
step three: adding PPA into the matrix asphalt, stirring and heating, heating for 30-50min, adding the modifier, heating for 4-6h, and gradually cooling at a speed of 30-50 ℃/h after heating until the temperature is reduced to room temperature to obtain the composite modified asphalt.
4. the method for preparing the composite modified asphalt for the road as claimed in claim 1, wherein the first step is to perform a preliminary pulverization process on the biological filler, pulverize the larger part of the internal volume of the biological filler, and then heat the pulverized biological filler.
5. the method for preparing the composite modified asphalt for the road as claimed in claim 1, wherein in the second step, the heating is continued for 2-4h after the auxiliary materials are added.
CN201910902923.9A 2019-09-24 2019-09-24 A kind of composite modified asphalt for road and preparation method thereof Pending CN110577750A (en)

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