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CN102976649B - Warm-mixing agent used for waste-rubber-powder-modified asphalt, and preparation method thereof - Google Patents

Warm-mixing agent used for waste-rubber-powder-modified asphalt, and preparation method thereof Download PDF

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CN102976649B
CN102976649B CN201110262504.7A CN201110262504A CN102976649B CN 102976649 B CN102976649 B CN 102976649B CN 201110262504 A CN201110262504 A CN 201110262504A CN 102976649 B CN102976649 B CN 102976649B
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modified asphalt
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rubber powder
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李晓林
樊杰
张立群
袁滨
郑广宇
杜丹超
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Beijing University of Chemical Technology
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Abstract

本发明涉及一种废胶粉改性沥青用温拌剂及其制备方法。通过熔点范围在100-150℃含乙撑结构的物质、熔点范围在50-100℃的酯、熔点范围在50-100℃的单酰胺以及油酸、芳烃油等组分的复配,使废胶粉改性沥青黏度大幅降低,达到温拌要求,同时在一定程度上提高改性沥青的低温延度、高温软化点等性能。The invention relates to a warm mix agent for waste rubber powder modified asphalt and a preparation method thereof. Through the compounding of substances containing ethylene structure with a melting point range of 100-150°C, esters with a melting point range of 50-100°C, monoamides with a melting point range of 50-100°C, oleic acid, aromatic oil and other components, the waste The viscosity of rubber powder modified asphalt is greatly reduced to meet the requirements of warm mixing, and at the same time, the low temperature ductility and high temperature softening point of modified asphalt are improved to a certain extent.

Description

一种废胶粉改性沥青用温拌剂及其制备方法Warm mix agent for waste rubber powder modified asphalt and preparation method thereof

技术领域: Technical field:

本发明涉及一种废胶粉改性沥青用温拌剂及其制备方法。The invention relates to a warm mix agent for waste rubber powder modified asphalt and a preparation method thereof.

背景技术: Background technique:

温拌沥青技术是一类拌合温度介于热拌沥青技术(150-180℃)和冷拌沥青技术(10-40℃)之间,性能达到(或接近)热拌沥青混合料的沥青混合节能新技术。通常温拌技术最常见的实现方式是添加温拌剂,温拌沥青技术与标准热拌沥青相比,温度能够降低20℃~30℃。温拌沥青技术有许多优点:首先降低沥青混合料生产和施工温度,可以节约能耗20%以上,同时沥青混合料存放温度降低,较低温度下的流动性增强。其次,减少排放量。温拌沥青混合料可以大幅度减少沥青混合料拌合过程中的气体排放物种类和排放量。另外,延长沥青路面施工期、扩大应用范围。Warm mix asphalt technology is a type of asphalt mixing whose mixing temperature is between hot mix asphalt technology (150-180°C) and cold mix asphalt technology (10-40°C), and the performance reaches (or is close to) hot mix asphalt mixture Energy-saving new technology. Usually, the most common implementation method of warm mix technology is to add warm mix agent. Compared with standard hot mix asphalt technology, the temperature of warm mix asphalt technology can be reduced by 20°C to 30°C. Warm mix asphalt technology has many advantages: Firstly, the production and construction temperature of asphalt mixture can be reduced, which can save energy consumption by more than 20%. At the same time, the storage temperature of asphalt mixture is lowered, and the fluidity at lower temperature is enhanced. Second, reduce emissions. Warm mix asphalt can greatly reduce the types and quantities of gas emissions during asphalt mixing. In addition, the construction period of asphalt pavement is extended and the application range is expanded.

国内外用于基质沥青温拌的添加剂有以下几种:一、Aspha-MinR沸石。该方法采用一种合成沸石在沥青混合料拌合过程中加入这种粉末状材料,从而在结合料中产生泡沫作用。泡沫效应,可以在较低的温度下增加沥青在集料表面的裹覆率,同时液相结合料中的发泡反应起到润滑剂的作用可以使沥青混合料在低温下具有可工作性。二、Sasobit合成蜡。它是一种细结晶体,常温下以薄片或粉末形态存在,其熔点大约为99℃,在超过116℃时,可以完全溶解于沥青胶结料中,从而产生的大量液体达到使沥青胶结料粘度降低的效果。三、液体温拌剂。通常采用乳化剂配制一定浓度的水溶液(皂液),在沥青和集料拌合过程中喷入该溶液(皂液最好先与沥青接触),经充分搅拌后生产出温拌沥青混合料。The additives used at home and abroad for base asphalt warm mixing include the following: 1. Aspha-Min R zeolite. The method uses a synthetic zeolite to add the powdered material during asphalt mixing to generate foam in the binder. The foam effect can increase the coating rate of asphalt on the aggregate surface at a lower temperature, and at the same time, the foaming reaction in the liquid phase binder acts as a lubricant to make the asphalt mixture workable at low temperature. 2. Sasobit synthetic wax. It is a fine crystal, which exists in the form of flakes or powder at room temperature, and its melting point is about 99 ° C. When it exceeds 116 ° C, it can be completely dissolved in the asphalt binder, thereby producing a large amount of liquid to reduce the viscosity of the asphalt binder. Effect. 3. Liquid warm mixing agent. Usually an emulsifier is used to prepare a certain concentration of aqueous solution (soap), which is sprayed into the solution during the mixing of asphalt and aggregates (the soap is preferably in contact with the asphalt first), and the warm asphalt mixture is produced after full stirring.

进入21世纪,大规模的废旧轮胎制品将全球带来巨大的黑色污染。废胶粉改性沥青技术的应用可以解决废旧轮胎的堆积所造成的资源浪费,而且废胶粉改性沥青有着普通沥青无法比拟的高低温性能。但由于胶粉的掺入致使改性后的沥青比普通基质沥青有着更高的粘度,导致其摊铺温度较基质沥青提高了30-50℃,不仅增加了铺路的成本,而且会导致环境的污染。In the 21st century, large-scale waste tire products will bring huge black pollution to the world. The application of waste rubber powder modified asphalt technology can solve the waste of resources caused by the accumulation of waste tires, and waste rubber powder modified asphalt has high and low temperature performance that cannot be compared with ordinary asphalt. However, due to the incorporation of rubber powder, the modified asphalt has a higher viscosity than ordinary base asphalt, resulting in a 30-50°C higher paving temperature than base asphalt, which not only increases the cost of paving, but also causes environmental damage. pollute.

为了使废胶粉改性沥青得到大规模的普及应用,合适的温拌剂的使用就势在必行。上述几种传统的温拌剂在降低基质沥青黏度改善某些性能方面有着广泛的应用,但应用于废胶粉改性沥青时存在如下的缺点:首先,废胶粉改性沥青的性能的优越,主要依赖于废胶粉残存的网链结构。传统温拌剂加入后会与废胶粉发生作用,不可避免对网链结构有一定程度的破坏,降低其低温使用性能。其次,废胶粉改性沥青的黏度较基质沥青高很多,必然导致传统温拌剂用量的增大,造成成本的提高。此外,液体温拌剂中水分不仅会对仪器造成一定的损坏,而且水分的残存会产生气泡,对改性后沥青的性能也有较大的影响。In order to make waste rubber powder modified asphalt widely used on a large scale, it is imperative to use a suitable warm mix agent. The above-mentioned several traditional warm mix agents are widely used in reducing the viscosity of base asphalt and improving certain properties, but there are the following disadvantages when applied to waste rubber powder modified asphalt: First, the superior performance of waste rubber powder modified asphalt , mainly depends on the residual network chain structure of waste rubber powder. After adding the traditional warm mix agent, it will interact with the waste rubber powder, which will inevitably damage the network chain structure to a certain extent and reduce its low-temperature performance. Secondly, the viscosity of waste rubber powder modified asphalt is much higher than that of base asphalt, which will inevitably lead to an increase in the amount of traditional warm mix agent, resulting in an increase in cost. In addition, the moisture in the liquid warm mixing agent will not only cause certain damage to the instrument, but also the residual moisture will generate air bubbles, which will also have a great impact on the performance of the modified asphalt.

发明内容: Invention content:

本发明的目的是提供一种废胶粉改性沥青用温拌剂及其制备方法。通过温拌剂各组分的合理复配,使废胶粉改性沥青黏度大幅降低,达到温拌要求,同时在一定程度上提高改性沥青的低温延度、高温软化点等性能。The object of the present invention is to provide a warm mix agent for waste rubber powder modified asphalt and a preparation method thereof. Through the reasonable compounding of the various components of the warm mix agent, the viscosity of the waste rubber powder modified asphalt is greatly reduced to meet the warm mix requirements, and at the same time, the low temperature ductility and high temperature softening point of the modified asphalt are improved to a certain extent.

一种废胶粉改性沥青用温拌剂,其基本组成和质量份数为:A kind of warm mixing agent for waste rubber powder modified asphalt, its basic composition and mass parts are:

Figure BDA0000089336390000021
Figure BDA0000089336390000021

熔点范围在100-150℃含乙撑结构的物质为乙撑双硬脂酸酰胺、乙撑双油酸酰胺中的一种或它们的混合物。熔点范围在50-100℃的酯为下列物质中的一种:碳酸二苯酯、单硬脂酸甘油酯、甲基丙烯酸失水甘油酯、山嵛酸甘油酯。熔点在50-100℃的单酰胺为下列物质中的一种或它们的混合物:油酸酰胺、芥酸酰胺、丙烯酰胺。The substance containing ethylene structure in the melting point range of 100-150° C. is one of ethylene bis-stearic acid amide, ethylene bis-oleic acid amide or a mixture thereof. The ester having a melting point in the range of 50-100° C. is one of the following: diphenyl carbonate, glyceryl monostearate, glyceryl methacrylate, glyceryl behenate. The monoamide with a melting point of 50-100°C is one of the following substances or their mixture: oleic acid amide, erucic acid amide, acrylamide.

本发明还提供了上述温拌剂的制备方法:在室温下,将熔点范围在100-150℃含乙撑结构的物质,熔点范围在50-100℃的酯,熔点在50-100℃的单酰胺,油酸及芳烃油按比例初步混合均匀。然后,将初混物加入反应釜中,在100-150℃,搅拌处理10-15分钟,搅拌速度优选为50-80r/min,然后冷却至室温得到温拌剂。The present invention also provides a preparation method of the above-mentioned warm mixing agent: at room temperature, a substance containing an ethylene structure with a melting point in the range of 100-150°C, an ester with a melting point in the range of 50-100°C, and a unit with a melting point in the range of 50-100°C Amide, oleic acid and aromatic oil are initially mixed evenly in proportion. Then, put the primary mixture into the reaction kettle, stir at 100-150° C. for 10-15 minutes, the stirring speed is preferably 50-80 r/min, and then cool to room temperature to obtain the warm mixing agent.

本发明所述温拌剂使用时直接加入到废胶粉改性沥青中即可。The warm mix agent of the present invention can be directly added to the waste rubber powder modified asphalt when used.

本发明的温拌剂降粘机理:首先,从物理角度讲本发明所采用的物质熔点均在140℃以下。当温度高于140℃时上述物质均以液体形式存在,大量液体存在必然会使废胶粉改性沥青黏度降低,从而达到施工要求。其次,从化学角度分析废胶粉改性沥青黏度之所以提高,在于废胶粉对沥青中轻质组分(饱和分,芳香分)的吸收溶胀,在整个体系中作为溶剂的轻质组分含量减少必然导致黏度提高。本发明温拌剂中主要成分分子量均在250-1500之间,而沥青中的饱和分和芳香分(部分胶质)的分子量范围均在300-2000之间。因此,温拌剂的加入从理论上来讲相当于增加了饱和分和芳香分的含量,对于整个沥青体系随着饱和分和芳香分的含量增大,即代表溶剂成分的增多,沥青质和胶质的浓度相对降低,粘稠度也会随之降低,因此加入温拌剂会起到降粘温拌的效果。另外,温拌剂中含有的-C=O、-OH、-NH基团能够和沥青质或胶质中的-OH、-NH2等官能团形成氢键,而温拌剂的非极性长链结构则伸展在外延,由于非极性结构的相互排斥作用,可以起到对其他沥青质或胶质的分散作用,降低黏度。The viscosity-reducing mechanism of the warm mixing agent of the present invention: First, from a physical point of view, the melting points of the substances used in the present invention are all below 140°C. When the temperature is higher than 140 °C, the above substances all exist in liquid form, and the presence of a large amount of liquid will inevitably reduce the viscosity of waste rubber powder modified asphalt, so as to meet the construction requirements. Secondly, from a chemical point of view, the reason why the viscosity of waste rubber powder modified asphalt increases is that the waste rubber powder absorbs and swells the light components (saturated components, aromatic components) in the asphalt, and acts as a light component of the solvent in the whole system. A decrease in content will inevitably lead to an increase in viscosity. The molecular weights of the main components in the warm mix agent of the present invention are all between 250-1500, while the molecular weight ranges of the saturated components and aromatic components (partial colloids) in the asphalt are all between 300-2000. Therefore, the addition of warm mix agent is equivalent to increasing the content of saturated and aromatic components in theory. For the entire asphalt system, as the content of saturated and aromatic components increases, it means that the solvent components increase, and the asphaltene and gum content increase. The concentration of the substance is relatively reduced, and the viscosity will also be reduced accordingly, so the addition of warm mixing agent will have the effect of reducing viscosity and warm mixing. In addition, the -C=O, -OH, and -NH groups contained in the warm mix agent can form hydrogen bonds with the -OH, -NH2 and other functional groups in asphaltenes or colloids, and the non-polarity of the warm mix agent is long The chain structure is extended in the extension, and due to the mutual repulsion of the non-polar structure, it can disperse other asphaltenes or colloids and reduce the viscosity.

本发明可以解决传统温拌剂用于废胶粉改性沥青所产生的问题,本发明所提供的温拌剂应用到废胶粉改性沥青时,不会对沥青高低温综合性能产生影响。由于本发明温拌剂主要成分自身特质,在低温下会迁移至沥青表面,用于废胶粉改性沥青时不会对其内部废胶粉网链结构产生破坏,致使其低温性能降低。本发明的温拌剂从物理、化学两个角度进行降粘,不仅环保绿色,且在较低使用量下仍能保证优良的降粘效果。本发明的温拌剂为固体温拌剂,操作简单易行,不会对生产设备造成破坏。此外,本发明的温拌剂亦可用于传统的基质沥青降粘温拌。The invention can solve the problems caused by using the traditional warm mix agent for waste rubber powder modified asphalt. When the warm mix agent provided by the invention is applied to waste rubber powder modified asphalt, it will not affect the comprehensive performance of the asphalt at high and low temperatures. Due to the characteristics of the main components of the warm mix agent of the present invention, it will migrate to the surface of asphalt at low temperature, and when it is used to modify asphalt with waste rubber powder, it will not damage its internal waste rubber powder network chain structure, resulting in a decrease in its low-temperature performance. The warm mix agent of the present invention reduces viscosity from two aspects of physics and chemistry, is not only environmentally friendly and green, but also can ensure excellent viscosity reduction effect at a relatively low usage amount. The warm mixing agent of the present invention is a solid warm mixing agent, the operation is simple and easy, and the production equipment will not be damaged. In addition, the warm mixing agent of the present invention can also be used for traditional base asphalt viscosity-reducing warm mixing.

具体实施方案: Specific implementation plan:

下面通过实施例及对比例对本发明做进一步阐述,但不作为对本发明保护范围的限制。The present invention will be further described below through examples and comparative examples, but not as a limitation to the protection scope of the present invention.

下述实施例及对比例中所使用的沥青均为石油沥青,品级符合交通部颁布的公路沥青路面施工技术规范对道路沥青的技术要求。其中对粘度、软化点、针入度、延度等的测试方法均采用《公路工程沥青及沥青混合料试验规程》(JTJ 052-2000)所规定的标准。The asphalt used in the following examples and comparative examples is petroleum asphalt, and the grade meets the technical requirements for road asphalt in the technical specification for highway asphalt pavement construction promulgated by the Ministry of Communications. Among them, the test methods for viscosity, softening point, penetration, ductility, etc. all adopt the standards stipulated in the "Test Regulations for Asphalt and Asphalt Mixtures in Highway Engineering" (JTJ 052-2000).

对比例1:Comparative example 1:

沥青熔化后加热到160℃,将废胶粉(河南濮阳60目)添加到沥青当中,采用高速搅拌机进行搅拌预混,搅拌速度为300r/min,搅拌时间为15min,然后将预混的改性沥青采用高速剪切机进行高速剪切,剪切温度为160℃,剪切时间为25-30min,剪切机剪切速率为9000r/min,制得改性沥青。所得黏度见表1,其他性能指标见表2。After melting the asphalt, heat it to 160°C, add waste rubber powder (60 mesh in Puyang, Henan Province) to the asphalt, and use a high-speed mixer to mix and premix at a stirring speed of 300r/min for 15 minutes, and then mix the premixed modified The asphalt is sheared at a high speed by a high-speed shearing machine, the shearing temperature is 160°C, the shearing time is 25-30min, and the shearing rate of the shearing machine is 9000r/min to obtain modified asphalt. The resulting viscosity is shown in Table 1, and other performance indicators are shown in Table 2.

对比例2:Comparative example 2:

将传统温拌剂(Sasobit)按与改性沥青1∶50的质量比加入对比例1所得改性沥青中,在160℃下用高速搅拌机搅拌15min,搅拌速度为300r/min。所得黏度见表1,其他性能指标见表2。Add the traditional warm mix agent (Sasobit) to the modified asphalt obtained in Comparative Example 1 at a mass ratio of 1:50 to the modified asphalt, and stir with a high-speed mixer at 160° C. for 15 minutes at a stirring speed of 300 r/min. The resulting viscosity is shown in Table 1, and other performance indicators are shown in Table 2.

实施例1:Example 1:

将乙撑双油酸酰胺50质量份、碳酸二苯酯30质量份、油酸酰胺30质量份、油酸15质量份、芳烃油(淄博泰畅润滑油有限公司,下面的实施例均采用相同的芳烃油)5质量份初步混合,使其达到宏观均匀。然后,将初混物放入反应釜(容积5L,下面的实施例均采用相同的反应釜)中反应混合,搅拌转速在50r/min,在140℃下处理时间为15分钟,冷却至室温制得温拌剂。With 50 mass parts of ethylene bisoleic acid amide, 30 mass parts of diphenyl carbonate, 30 mass parts of oleic acid amide, 15 mass parts of oleic acid, aromatic oil (Zibo Taichang Lubricating Oil Co., Ltd., the following examples all adopt the same Aromatic oil) 5 parts by mass are preliminarily mixed to make it macroscopically uniform. Then, the primary mixture was put into a reactor (volume 5L, the same reactor was used in the following examples) for reaction and mixing, the stirring speed was 50r/min, and the treatment time was 15 minutes at 140°C, and cooled to room temperature. Get warm mix.

将温拌剂与改性沥青按1∶50的质量比加入到对比例1所制改性沥青中,在160℃下用高速搅拌机搅拌15min,搅拌速度为300r/min。所得黏度见表1,其他性能指标见表2。Add warm mix agent and modified asphalt to the modified asphalt prepared in Comparative Example 1 at a mass ratio of 1:50, and stir with a high-speed mixer at 160°C for 15 minutes at a stirring speed of 300r/min. The resulting viscosity is shown in Table 1, and other performance indicators are shown in Table 2.

实施例2:Example 2:

将乙撑双硬脂酸酰胺为50质量份、单硬脂酸甘油酯30质量份、油酸酰胺30质量份、油酸15质量份、芳烃油5质量份初步混合,使其达到宏观均匀。然后,将初混物放入反应釜中反应混合,搅拌转速在50r/min,在140℃下处理时间为15分钟,冷却至室温,制得温拌剂。50 parts by mass of ethylene bis stearic acid amide, 30 parts by mass of glyceryl monostearate, 30 parts by mass of oleic acid amide, 15 parts by mass of oleic acid and 5 parts by mass of aromatic oil are preliminarily mixed to achieve macroscopic uniformity. Then, put the primary mixture into the reaction kettle for reaction and mixing, the stirring speed is 50r/min, the treatment time is 15 minutes at 140°C, and cooled to room temperature to prepare the warm mixing agent.

将温拌剂与改性沥青按1∶50的质量比加入到对比例1所制改性沥青中,在160℃下用高速搅拌机搅拌15min,搅拌速度为300r/min。所得黏度见表1,其他性能指标见表2。Add warm mix agent and modified asphalt to the modified asphalt prepared in Comparative Example 1 at a mass ratio of 1:50, and stir with a high-speed mixer at 160°C for 15 minutes at a stirring speed of 300r/min. The resulting viscosity is shown in Table 1, and other performance indicators are shown in Table 2.

实施例3:Example 3:

将乙撑双油酸酰胺50质量份、山嵛酸甘油酯30质量份、芥酸酰胺30质量份、油酸为15质量份、芳烃油为5质量份初步混合,使其达到宏观均匀。然后,将初混物放入反应釜中反应混合,搅拌转速在50r/min,在140℃下处理时间为15分钟,冷却至室温,制得温拌剂。Preliminarily mix 50 parts by mass of ethylene bisoleamide, 30 parts by mass of glyceryl behenate, 30 parts by mass of erucamide, 15 parts by mass of oleic acid, and 5 parts by mass of aromatic oil to achieve macroscopic uniformity. Then, put the primary mixture into the reaction kettle for reaction and mixing, the stirring speed is 50r/min, the treatment time is 15 minutes at 140°C, and cooled to room temperature to prepare the warm mixing agent.

将温拌剂与改性沥青按1∶50的质量比加入到对比例1所制改性沥青中,在160℃下用高速搅拌机搅拌15min,搅拌速度为300r/min。所得黏度见表1,其他性能指标见表2。Add warm mix agent and modified asphalt to the modified asphalt prepared in Comparative Example 1 at a mass ratio of 1:50, and stir with a high-speed mixer at 160°C for 15 minutes at a stirring speed of 300r/min. The resulting viscosity is shown in Table 1, and other performance indicators are shown in Table 2.

实施例4:Example 4:

将乙撑双硬脂酸酰胺为50质量份、甲基丙烯酸失水甘油酯30质量份、丙烯酰胺30质量份、油酸为20质量份、芳烃油为5质量份初步混合,使其达到宏观均匀。然后,将初混物放入反应釜中反应混合,搅拌转速在50r/min,在140℃下处理时间为15分钟,冷却至室温,制得温拌剂。50 mass parts of ethylene bis stearic acid amide, 30 mass parts of glyceryl methacrylate, 30 mass parts of acrylamide, 20 mass parts of oleic acid, and 5 mass parts of aromatic oil are preliminarily mixed to make it reach macro uniform. Then, put the primary mixture into the reaction kettle for reaction and mixing, the stirring speed is 50r/min, the treatment time is 15 minutes at 140°C, and cooled to room temperature to prepare the warm mixing agent.

将温拌剂与改性沥青按1∶50的质量比加入到对比例1所制改性沥青中,在160℃下用高速搅拌机搅拌15min,搅拌速度为300r/min。所得黏度见表1,其他性能指标见表2。Add warm mix agent and modified asphalt to the modified asphalt prepared in Comparative Example 1 at a mass ratio of 1:50, and stir with a high-speed mixer at 160°C for 15 minutes at a stirring speed of 300r/min. The resulting viscosity is shown in Table 1, and other performance indicators are shown in Table 2.

实施例5:Example 5:

将乙撑双油酸酰胺50质量份、乙撑双硬脂酸酰胺为30质量份、单硬脂酸甘油酯30质量份、丙烯酰胺10质量份、油酸酰胺为40质量份、油酸为20质量份、芳烃油为5质量份初步混合,使其达到宏观均匀。然后,将初混物放入反应釜中反应混合,搅拌转速在50r/min,在140℃下处理时间为15分钟,冷却至室温,制得温拌剂。50 parts by mass of ethylene bis-oleic acid amide, 30 parts by mass of ethylene bis-stearic acid amide, 30 parts by mass of glycerol monostearate, 10 parts by mass of acrylamide, 40 parts by mass of oleic acid amide, and 40 parts by mass of oleic acid 20 parts by mass and 5 parts by mass of aromatic oil are preliminarily mixed to achieve macroscopic uniformity. Then, put the primary mixture into the reaction kettle for reaction and mixing, the stirring speed is 50r/min, the treatment time is 15 minutes at 140°C, and cooled to room temperature to prepare the warm mixing agent.

将温拌剂与改性沥青按1∶50的质量比加入到对比例1所制改性沥青中,在160℃下用高速搅拌机搅拌15min,搅拌速度为300r/min。所得黏度见表,其他性能指标见表2。Add warm mix agent and modified asphalt to the modified asphalt prepared in Comparative Example 1 at a mass ratio of 1:50, and stir with a high-speed mixer at 160°C for 15 minutes at a stirring speed of 300r/min. The resulting viscosity is shown in the table, and other performance indicators are shown in table 2.

表1:本发明实施例与对比例在不同温度下的黏度性能(mpa·s)对比Table 1: Comparison of the viscosity properties (mpa s) of the examples of the present invention and the comparative examples at different temperatures

  实施例1 Example 1   实施例2 Example 2   实施例3 Example 3   实施例4 Example 4   实施例5 Example 5   对比例1 Comparative example 1   对比例2 Comparative example 2   135℃ 135°C   5253 5253   3824 3824   4783 4783   3551 3551   3371 3371   10803 10803   8211 8211   150℃ 150℃   3003 3003   2417 2417   2862 2862   2245 2245   2256 2256   6020 6020   4577 4577   165℃ 165°C   2102 2102   1715 1715   1520 1520   1413 1413   1513 1513   3571 3571   2883 2883   180℃ 180°C   1411 1411   1263 1263   1193 1193   1126 1126   1009 1009   2423 2423   2415 2415

表2:本发明实施例和对比例的性能指标对比Table 2: The performance index contrast of embodiment of the present invention and comparative example

Figure BDA0000089336390000061
Figure BDA0000089336390000061

上两表数据显示,加入温拌剂后,对废胶粉改性沥青的黏度以及其他性能都会产生影响。与未添加温拌剂的对比例1所得废胶粉改性沥青相比较,采用本发明温拌剂的实施例1-5的降黏效果显著,降黏幅度均超过50%,其他性能也有一定的提高,150℃时黏度均可降到3000mpa·s或更低,其他性能指标测试也均可达到工程要求的指标。而添加传统温拌剂的对比例2降黏幅度不足25%。The data in the above two tables show that adding the warm mix agent will affect the viscosity and other properties of the waste rubber powder modified asphalt. Compared with the waste rubber powder modified asphalt obtained in Comparative Example 1 without adding warm mix agent, the viscosity reduction effect of Examples 1-5 using the warm mix agent of the present invention is remarkable, and the viscosity reduction range exceeds 50%, and other properties also have certain The viscosity can be reduced to 3000mpa·s or lower at 150°C, and other performance index tests can also meet the engineering requirements. However, the range of viscosity reduction in Comparative Example 2 with the addition of traditional warm mixing agent was less than 25%.

Claims (2)

1.一种废胶粉改性沥青用温拌剂,其基本组成和质量份数为:1. A kind of warm mix agent for waste rubber powder modified asphalt, its basic composition and mass parts are:
Figure FDA0000472016150000011
Figure FDA0000472016150000011
所述熔点范围在100-150℃含乙撑结构的物质为乙撑双硬脂酸酰胺、乙撑双油酸酰胺中的一种或它们的混合物;The substance containing an ethylene structure in the melting point range of 100-150°C is one of ethylene bis-stearic acid amide, ethylene bis-oleic acid amide, or a mixture thereof; 所述熔点范围在50-100℃的酯为碳酸二苯酯、单硬脂酸甘油酯、甲基丙烯酸失水甘油酯或山嵛酸甘油酯中的一种;The ester with a melting point in the range of 50-100°C is one of diphenyl carbonate, glyceryl monostearate, glyceryl methacrylate or glyceryl behenate; 所述熔点在50-100℃的单酰胺为下列物质中的一种或它们的混合物:油酸酰胺、芥酸酰胺、丙烯酰胺。The monoamide with a melting point of 50-100° C. is one of the following substances or a mixture thereof: oleic acid amide, erucic acid amide, and acrylamide.
2.一种权利要求1所述废胶粉改性沥青用温拌剂的制备方法,在室温下,将熔点范围在100-150℃含乙撑结构的物质、熔点范围在50-100℃的酯、熔点在50-100℃的单酰胺、油酸及芳烃油按比例初步混合均匀;然后,将初混物加入反应釜中,在100-150℃,搅拌处理10-15分钟,冷却至室温得到温拌剂。2. A preparation method of warm mixing agent for waste rubber powder modified asphalt according to claim 1, at room temperature, the melting point range is 100-150 ° C containing ethylene structure material, the melting point range is 50-100 ° C Esters, monoamides with a melting point of 50-100°C, oleic acid and aromatic oils are preliminarily mixed in proportion; then, the primary mixture is added to the reactor, stirred at 100-150°C for 10-15 minutes, and cooled to room temperature Get warm mix.
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