CN115124282B - Asphalt pavement old material recycling mixture based on SBS and epoxy resin system and preparation method thereof - Google Patents
Asphalt pavement old material recycling mixture based on SBS and epoxy resin system and preparation method thereof Download PDFInfo
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- 239000000203 mixture Substances 0.000 title claims abstract description 140
- 239000010426 asphalt Substances 0.000 title claims abstract description 103
- 239000000463 material Substances 0.000 title claims abstract description 73
- 239000003822 epoxy resin Substances 0.000 title claims abstract description 72
- 229920000647 polyepoxide Polymers 0.000 title claims abstract description 72
- 238000004064 recycling Methods 0.000 title claims abstract description 16
- 238000002360 preparation method Methods 0.000 title claims abstract description 12
- 238000003756 stirring Methods 0.000 claims abstract description 28
- 238000002156 mixing Methods 0.000 claims abstract description 26
- 239000011159 matrix material Substances 0.000 claims abstract description 18
- 229920000468 styrene butadiene styrene block copolymer Polymers 0.000 claims description 59
- 239000004850 liquid epoxy resins (LERs) Substances 0.000 claims description 10
- 239000003795 chemical substances by application Substances 0.000 claims description 8
- 238000010438 heat treatment Methods 0.000 claims description 8
- 238000000034 method Methods 0.000 claims description 7
- IISBACLAFKSPIT-UHFFFAOYSA-N bisphenol A Chemical compound C=1C=C(O)C=CC=1C(C)(C)C1=CC=C(O)C=C1 IISBACLAFKSPIT-UHFFFAOYSA-N 0.000 claims description 4
- PXKLMJQFEQBVLD-UHFFFAOYSA-N bisphenol F Chemical compound C1=CC(O)=CC=C1CC1=CC=C(O)C=C1 PXKLMJQFEQBVLD-UHFFFAOYSA-N 0.000 claims description 4
- 239000012530 fluid Substances 0.000 claims description 4
- FACXGONDLDSNOE-UHFFFAOYSA-N buta-1,3-diene;styrene Chemical compound C=CC=C.C=CC1=CC=CC=C1.C=CC1=CC=CC=C1 FACXGONDLDSNOE-UHFFFAOYSA-N 0.000 claims 15
- 238000001035 drying Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 5
- 239000011230 binding agent Substances 0.000 abstract description 3
- 229910052500 inorganic mineral Inorganic materials 0.000 abstract description 2
- 239000011707 mineral Substances 0.000 abstract description 2
- 239000004593 Epoxy Substances 0.000 description 26
- 238000012360 testing method Methods 0.000 description 12
- 238000005452 bending Methods 0.000 description 6
- 238000011068 loading method Methods 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 238000005336 cracking Methods 0.000 description 2
- 238000009661 fatigue test Methods 0.000 description 2
- 239000011521 glass Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000011069 regeneration method Methods 0.000 description 2
- 238000005303 weighing Methods 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 229920005570 flexible polymer Polymers 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000008929 regeneration Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Classifications
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B26/00—Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
- C04B26/02—Macromolecular compounds
- C04B26/26—Bituminous materials, e.g. tar, pitch
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/0075—Uses not provided for elsewhere in C04B2111/00 for road construction
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
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Abstract
本发明涉及一种基于SBS和环氧树脂体系的沥青路面旧料再生利用混合料及其制备方法,再生利用混合料包括环氧树脂体系混合物、SBS、基质沥青以及沥青路面旧料,其中,按照质量份数计算,环氧树脂体系为10‑50份,SBS为4‑10份,基质沥青为0‑66份,沥青路面旧料为20‑86份;制备时,根据沥青路面旧料的胶结料含量将一定量的环氧树脂体系混合物和SBS加入拌锅内搅拌;接着将基质沥青倒入拌锅内并搅拌;最后将烘干后的沥青路面旧料投入含有环氧树脂体系混合物、SBS和基质沥青的拌锅内搅拌制备形成再生混合料;本发明极大改善了环氧树脂体系再生混合料的低温及疲劳性能,减少了路面材料对矿物集料的需求,同时减少环氧树脂体系混合物用量,降低路面造价。The invention relates to an asphalt pavement old material recycling mixture based on SBS and epoxy resin system and a preparation method thereof. The recycling mixture includes an epoxy resin system mixture, SBS, matrix asphalt and asphalt pavement old material, wherein according to the quality Calculating the parts, the epoxy resin system is 10-50 parts, the SBS is 4-10 parts, the base asphalt is 0-66 parts, and the old asphalt pavement material is 20-86 parts; during preparation, according to the binder of the old asphalt pavement material Content: Add a certain amount of epoxy resin system mixture and SBS into the mixing pot and stir; then pour the base asphalt into the mixing pot and stir; finally, put the dried asphalt pavement old material into the mixing pot containing the epoxy resin system mixture, SBS and The matrix asphalt is stirred in a mixing pot to form a regenerated mixture; the invention greatly improves the low temperature and fatigue properties of the epoxy resin system regenerated mixture, reduces the demand for mineral aggregates in pavement materials, and at the same time reduces the need for epoxy resin system mixtures. consumption and reduce the cost of road construction.
Description
技术领域Technical field
本发明涉及一种基于SBS和环氧树脂体系的沥青路面旧料再生利用混合料及其制备方法,属于道路工程材料技术领域。The invention relates to an asphalt pavement old material recycling mixture based on SBS and epoxy resin systems and a preparation method thereof, and belongs to the technical field of road engineering materials.
背景技术Background technique
我国高速公路修建的高峰期集中在21世纪头10年,截止2020年,我国已建成的高速公路中有近三分之一服役周期超过15年,因此,将是养护需求集中爆发期,沥青路面旧料的产量将会不断提升。为了更好地处理沥青路面旧料的回收问题,沥青路面再生技术也越来越被重视。随着筑路材料成本的攀升,以及愈发严苛的环境保护政策,沥青路面再生技术的高掺量化需求正日益显著。然而,当再生混合料中沥青路面旧料的掺量较大时,再生沥青混合料会出现水稳定性、抗开裂性能、抗疲劳性能较差等问题。The peak period of highway construction in our country was concentrated in the first 10 years of the 21st century. As of 2020, nearly one-third of the highways that have been built in our country have a service life of more than 15 years. Therefore, it will be a period of intensive maintenance demand. Asphalt pavement The output of old materials will continue to increase. In order to better deal with the recycling problem of old asphalt pavement materials, asphalt pavement recycling technology is also receiving more and more attention. With the rising cost of road construction materials and increasingly stringent environmental protection policies, the demand for high-mixing of asphalt pavement recycling technology is becoming increasingly apparent. However, when the amount of old asphalt pavement materials in the recycled mixture is large, the recycled asphalt mixture will have problems such as poor water stability, cracking resistance, and fatigue resistance.
目前使用的再生剂和再生方法虽然能使沥青的性能恢复到一定水平,但再生混合料中沥青路面旧料的掺量通常不超过50%。若提高再生混合料中沥青路面旧料的掺量,则无法避免再生混合料因为变形能力不足导致的疲劳性能差,因此亟需开发一种新型的沥青路面旧料再生利用混合料及其制备方法,在保证旧料掺量的前提下,提高再生混合料的疲劳或者柔韧性能。Although the currently used regenerants and regeneration methods can restore the performance of asphalt to a certain level, the amount of old asphalt pavement materials in the recycled mixture usually does not exceed 50%. If the amount of old asphalt pavement material in the recycled mixture is increased, it is impossible to avoid the poor fatigue performance of the recycled mixture due to insufficient deformation ability. Therefore, there is an urgent need to develop a new type of asphalt pavement old material recycling mixture and its preparation method. On the premise of ensuring the dosage of old materials, the fatigue or flexibility performance of the recycled mixture is improved.
发明内容Contents of the invention
本发明提供一种基于SBS和环氧树脂体系的沥青路面旧料再生利用混合料及其制备方法,是一种高效、工艺简单且环保的材料及制备方法,提升了再生沥青混合料的各项路用性能。The invention provides an asphalt pavement old material recycling mixture and a preparation method based on an SBS and epoxy resin system. It is an efficient, simple process and environmentally friendly material and preparation method, which improves the various road properties of the recycled asphalt mixture. Use performance.
本发明解决其技术问题所采用的技术方案是:The technical solutions adopted by the present invention to solve the technical problems are:
一种基于SBS和环氧树脂体系的沥青路面旧料再生利用混合料,包括环氧树脂体系混合物、SBS、基质沥青以及沥青路面旧料,其中,按照质量份数计算,环氧树脂体系为10-50 份,SBS为4-10份,基质沥青为0-66份,沥青路面旧料为20-86份;An asphalt pavement old material recycling mixture based on SBS and epoxy resin system, including epoxy resin system mixture, SBS, matrix asphalt and asphalt pavement old material, wherein, calculated in terms of mass parts, the epoxy resin system is 10 -50 parts, SBS is 4-10 parts, base asphalt is 0-66 parts, old asphalt pavement material is 20-86 parts;
作为本发明的进一步优选,As a further preference of the present invention,
所述的环氧树脂体系混合物包括液体环氧树脂和固化剂,液体环氧树脂和固化剂在预设温度下均匀混合形成环氧树脂体系混合物;The epoxy resin system mixture includes liquid epoxy resin and a curing agent, and the liquid epoxy resin and the curing agent are uniformly mixed at a preset temperature to form an epoxy resin system mixture;
作为本发明的进一步优选,液体环氧树脂和固化剂的质量比例为50:50-60:40,且液体环氧树脂和固化剂在50℃-80℃的温度下均匀混合形成环氧树脂体系混合物;As a further preference of the present invention, the mass ratio of liquid epoxy resin and curing agent is 50:50-60:40, and the liquid epoxy resin and curing agent are uniformly mixed at a temperature of 50°C-80°C to form an epoxy resin system. mixture;
作为本发明的进一步优选,所述的液体环氧树脂为双酚A型或双酚F型环氧树脂;As a further preference of the present invention, the liquid epoxy resin is bisphenol A type or bisphenol F type epoxy resin;
作为本发明的进一步优选,所述SBS为湿法SBS或者干法SBS。As a further preference of the present invention, the SBS is wet SBS or dry SBS.
一种基于SBS和环氧树脂体系的沥青路面旧料再生利用混合料的制备方法,具体包括以下步骤:A method for preparing an asphalt pavement old material recycling mixture based on SBS and epoxy resin systems, specifically including the following steps:
步骤S1:通过沥青路面旧料的胶结料含量计算环氧树脂体系混合物以及SBS的质量份数;Step S1: Calculate the mass fraction of the epoxy resin system mixture and SBS based on the binder content of the old asphalt pavement material;
步骤S2:加热环氧沥青体系混合物内的各组分,并将基质沥青加热至流动态;Step S2: Heat each component in the epoxy asphalt system mixture, and heat the matrix asphalt to a fluid state;
步骤S3:将加热后的环氧沥青体系混合物内的各组分按照比例混合后倒入拌锅内搅拌均匀,形成环氧树脂体系混合物;Step S3: Mix each component in the heated epoxy asphalt system mixture according to the proportion, pour it into a mixing pot and stir evenly to form an epoxy resin system mixture;
步骤S4:将环氧树脂体系混合物以及SBS加入拌锅内搅拌混合均匀;Step S4: Add the epoxy resin system mixture and SBS into the mixing pot and stir evenly;
步骤S5:将加热后的基质沥青倒入拌锅内继续搅拌;Step S5: Pour the heated matrix asphalt into the mixing pot and continue stirring;
步骤S6:将沥青路面旧料烘干后投入包含环氧树脂体系混合物、SBS以及基质沥青的拌锅内搅拌制备形成再生利用混合料;Step S6: Dry the old asphalt pavement material and put it into a mixing pot containing the epoxy resin system mixture, SBS and matrix asphalt to stir to prepare a recycling mixture;
作为本发明的进一步优选,步骤S4中,环氧树脂体系混合物以及SBS加入拌锅内搅拌时间为60-120s;As a further preference of the present invention, in step S4, the epoxy resin system mixture and SBS are added to the mixing pot and the stirring time is 60-120s;
作为本发明的进一步优选,步骤S5中,基质沥青倒入拌锅内继续搅拌30-90s;As a further preference of the present invention, in step S5, the matrix asphalt is poured into the mixing pot and continued to stir for 30-90s;
作为本发明的进一步优选,步骤S6中,将沥青路面旧料烘干后投入包含环氧树脂体系混合物、SBS以及基质沥青的拌锅内搅拌90s;As a further preference of the present invention, in step S6, the old asphalt pavement material is dried and then put into a mixing pot containing the epoxy resin system mixture, SBS and matrix asphalt and stirred for 90 seconds;
作为本发明的进一步优选,步骤S1-步骤S6中混合搅拌的温度为160℃-180℃。As a further preference of the present invention, the mixing and stirring temperature in steps S1 to S6 is 160°C-180°C.
通过以上技术方案,相对于现有技术,本发明具有以下有益效果:Through the above technical solutions, compared with the existing technology, the present invention has the following beneficial effects:
1、本发明提供的再生混合料中,在保证沥青路面旧料掺入量的前提下,加入环氧树脂体系混合物以及SBS,环氧树脂体系混合物提高了混合料的高温抗车辙性能,SBS改善环氧树脂体系混合物的强度以及高低温性,提高了再生混合料的疲劳以及柔韧新能;1. In the recycled mixture provided by the present invention, on the premise of ensuring the mixing amount of old asphalt pavement materials, an epoxy resin system mixture and SBS are added. The epoxy resin system mixture improves the high-temperature rutting resistance of the mixture, and SBS improves The strength and high and low temperature resistance of the epoxy resin system mixture improve the fatigue and flexibility properties of the recycled mixture;
2、本发明提供的再生混合料中,能够不添加新集料,仅添加沥青路面旧料生成噪声混合料,旧料掺量可达100%,实现了旧沥青混合料的高掺量再生;2. In the regenerated mixture provided by the present invention, no new aggregate can be added, only old asphalt pavement materials can be added to generate noise mixture, and the amount of old materials can reach 100%, realizing high-intensity regeneration of old asphalt mixtures;
3、本发明提供的再生混合料中,旧料级配、油石比、矿料材质等因素对制备出的再生混合料性能的影响很小,适当改变环氧树脂体系混合物及SBS的掺量可以降低这些因素的影响;3. In the recycled mixture provided by the present invention, factors such as old material gradation, oil-stone ratio, and mineral material material have little impact on the performance of the prepared recycled mixture. Appropriate changes in the amount of the epoxy resin system mixture and SBS can Reduce the impact of these factors;
4、本发明提供的再生混合料中,SBS为湿法SBS或者干法SBS,采用干法SBS可以有效改善SBS与旧料中结合料的相容性,实现更有效的性能提升;4. In the regenerated mixture provided by the present invention, the SBS is wet SBS or dry SBS. Using dry SBS can effectively improve the compatibility between SBS and the binder in the old material, and achieve more effective performance improvement;
5、本发明提供的基于SBS和环氧树脂体系的沥青路面旧料再生利用混合料的制备方法,加工工艺简单,安全性高,施工难度低,突破沥青路面旧料掺量低、使用寿命短的技术瓶颈,优化和提升具有长寿命路面材料潜质的环氧再生混合料性能,实现沥青路面高效高质再利用,符合国家双碳目标及规范要求,对推动公路交通绿色可持续发展具有重要理论意义和实践价值。5. The preparation method of the old asphalt pavement material recycling mixture based on the SBS and epoxy resin system provided by the present invention has simple processing technology, high safety, low construction difficulty, and breaks through the low content of old asphalt pavement materials and short service life. Technical bottlenecks, optimize and improve the performance of epoxy recycled mixtures with long-life pavement material potential, achieve efficient and high-quality reuse of asphalt pavement, comply with national dual carbon goals and regulatory requirements, and have important theories for promoting green and sustainable development of highway transportation meaning and practical value.
具体实施方式Detailed ways
为了解决背景技术中当再生混合料中沥青路面旧料的掺量较大时,再生沥青混合料容易出现水稳定性、抗开裂性能以及抗疲劳性能较差等问题,本申请经过多次试验,发现可以采用环氧沥青对沥青路面旧料进行再生利用,同时实现沥青路面旧料掺量达到100%,然而结果发现,虽然环氧沥青再生混合料的水稳定性能、低温性能与新环氧沥青混合料的性能十分接近,环氧沥青的加入提高了再生混合料的高温抗车辙性能,但是疲劳性能与新环氧沥青混合料相比较差。这是因为相对于未老化的沥青混合料,老化后的沥青混合料模量更高,脆性更大,而环氧沥青材料也是一种脆性材料,环氧沥青混合料固化后弹性模量变大、变形协调能力变差,在低温条件或重复荷载作用下易产生裂缝。当沥青路面旧料与环氧沥青混合后,使沥青路面旧料“脆上加脆”,导致混合料的脆性被进一步放大,变形能力不足且疲劳性能差。In order to solve the problems in the background technology that when the amount of old asphalt pavement materials in the recycled mixture is large, the recycled asphalt mixture is prone to poor water stability, cracking resistance and fatigue resistance, this application has gone through many tests, It was found that epoxy asphalt can be used to recycle old asphalt pavement materials, and at the same time, the content of old asphalt pavement materials can reach 100%. However, it was found that although the water stability and low temperature performance of the epoxy asphalt recycled mixture are not as good as those of new epoxy asphalt. The performance of the mixture is very close. The addition of epoxy asphalt improves the high-temperature rutting resistance of the recycled mixture, but the fatigue performance is poor compared with the new epoxy asphalt mixture. This is because compared to unaged asphalt mixture, the aged asphalt mixture has a higher modulus and is more brittle, and the epoxy asphalt material is also a brittle material. The elastic modulus of the epoxy asphalt mixture becomes larger after curing. , The deformation coordination ability becomes poor, and cracks are prone to occur under low temperature conditions or repeated loads. When the old asphalt pavement material is mixed with epoxy asphalt, the old asphalt pavement material becomes "more brittle", causing the brittleness of the mixture to be further amplified, resulting in insufficient deformation ability and poor fatigue performance.
因此为了改善环氧沥青再生混合料的疲劳性能,本申请又继续做了相关试验,发现采用柔性聚合物对环氧沥青混合料进行增柔增韧可有效改善环氧沥青的疲劳性能,苯乙烯-丁二烯 -苯乙烯三嵌段共聚物(SBS)具有更好的增韧等性能改善效果以及较低的价格;因此SBS能有效改善环氧沥青的强度及高低温性能等,具有良好的综合改性效果。Therefore, in order to improve the fatigue performance of the epoxy asphalt recycled mixture, this application continued to conduct relevant tests and found that using flexible polymers to soften and toughen the epoxy asphalt mixture can effectively improve the fatigue properties of the epoxy asphalt. Styrene -Butadiene-styrene triblock copolymer (SBS) has better toughening and other performance improvement effects and a lower price; therefore, SBS can effectively improve the strength and high and low temperature properties of epoxy asphalt, and has good Comprehensive modification effect.
接下来是针对上述原理本申请给出的多个实施例。Next are multiple embodiments given in this application based on the above principles.
实施例1Example 1
对沥青路面旧料的沥青进行抽提,测得沥青路面旧料中沥青的PG等级为PG82-16,旧料的集料级配见下表所示:The asphalt from the old asphalt pavement material was extracted, and the PG grade of the asphalt in the old asphalt pavement material was measured to be PG82-16. The aggregate gradation of the old material is shown in the table below:
调配旧料级配,通过4.75mm筛子将旧料筛分为两档材料,然后以25%的细档旧料和75%粗档旧料搭配形成调整后的RAP料。将质量份数分别为10份、20份、30份、40份以及50份的环氧树脂体系混合物分别加入混合料中,然后在以上混合料中加入旧料胶结料质量份数为5份的干法SBS。同时采用相同级配的新集料作为对照组,加入相同含量的环氧树脂体系及SBS制备新环氧沥青混合料。Prepare the grading of old materials, sieve the old materials into two grades of materials through a 4.75mm sieve, and then mix 25% of the fine grade old materials and 75% of the coarse grade old materials to form the adjusted RAP material. Add 10 parts, 20 parts, 30 parts, 40 parts and 50 parts of epoxy resin system mixture to the mixture respectively, and then add 5 parts of old material cementing material to the above mixture. Dry SBS. At the same time, new aggregates with the same gradation were used as the control group, and the same content of epoxy resin system and SBS were added to prepare new epoxy asphalt mixtures.
具体制备方法按照如下步骤操作:The specific preparation method is as follows:
步骤S1:将用搅拌机破碎后的沥青路面旧料放在120℃以上的烘箱里烘干2-3小时;Step S1: Dry the old asphalt pavement materials crushed by the mixer in an oven above 120°C for 2-3 hours;
步骤S2:加热环氧沥青体系混合物各组分:环氧树脂体系A组分和B组分别加热至60℃,保持10分钟,并将基质沥青加热至流动态;Step S2: Heating the components of the epoxy asphalt system mixture: heating component A and group B of the epoxy resin system to 60°C respectively, holding for 10 minutes, and heating the matrix asphalt to a fluid state;
步骤S3:将加热后的环氧树脂体系混合物的A组分和B组分按56:44的比例混合后倒入容器中,并用玻璃棒搅拌4分钟,得到环氧树脂体系混合物;Step S3: Mix component A and component B of the heated epoxy resin system mixture in a ratio of 56:44, pour it into a container, and stir with a glass rod for 4 minutes to obtain an epoxy resin system mixture;
步骤S4:称取所需要的量后,将拌和后的环氧树脂体系混合物和SBS加入拌锅内,在 180℃下搅拌90秒;Step S4: After weighing the required amount, add the mixed epoxy resin system mixture and SBS into the mixing pot, and stir at 180°C for 90 seconds;
步骤S5:加热后的基质沥青倒入拌和混合料所用的拌锅内,并在180℃搅拌60s;Step S5: Pour the heated matrix asphalt into the mixing pot used for mixing the mixture, and stir at 180°C for 60 seconds;
步骤S6:将加热后的沥青路面旧料投入到拌锅中,在180℃下拌和90s,制成再生混合料;Step S6: Put the heated old asphalt pavement materials into the mixing pot and mix at 180°C for 90 seconds to make a recycled mixture;
步骤S7:试件经过60℃养生4天,测量混合料的各项性能。Step S7: After curing the specimen at 60°C for 4 days, measure various properties of the mixture.
首先测量再生混合料的高温性能,放入车辙仪中测量试件的动稳定度,结果如下:First, the high-temperature performance of the recycled mixture was measured, and the dynamic stability of the specimen was measured in a rutting instrument. The results are as follows:
从上表中可看出,仅添加环氧树脂无法将混合料的高温性能恢复至新环氧混合料水平,而添加SBS后混合料的高温性能更接近新环氧混合料水平。As can be seen from the above table, adding epoxy resin alone cannot restore the high-temperature performance of the mixture to the level of the new epoxy mixture, while the high-temperature performance of the mixture after adding SBS is closer to the level of the new epoxy mixture.
其次测量再生混合料的低温性能,其影响通过小梁弯曲试验测量。将养生后的车辙板试件切割成250mm×30mm×35mm棱柱体小梁试件。在-10℃下进行小梁弯曲试验。试验结果如下表所示:Secondly the low temperature properties of the recycled mix were measured, the effect of which was measured by trabecular bending tests. The cured rut plate specimens were cut into 250 mm × 30 mm × 35 mm prism trabecular specimens. Trabecular bending tests were performed at -10°C. The test results are shown in the table below:
从上表中可以看出,在所有环氧树脂体系掺量下,SBS均降低了混合料在低温下的模量,使低温模量更接近新环氧沥青混合料。As can be seen from the table above, SBS reduces the modulus of the mixture at low temperatures at all epoxy resin system dosages, making the low-temperature modulus closer to that of new epoxy asphalt mixtures.
最后测量再生混合料的疲劳性,疲劳性能由小梁弯曲疲劳试验测得。将养生后的车辙板试件切割成250mm×30mm×35mm棱柱体小梁试件。采用三点分加载,加载波形为10Hz连续式半正弦波。按0.4的应力比进行加载。试验结果如下表所示:Finally, the fatigue properties of the recycled mixture were measured, and the fatigue properties were measured by trabecular bending fatigue tests. The cured rut plate specimens were cut into 250 mm × 30 mm × 35 mm prism trabecular specimens. Three-point loading is adopted, and the loading waveform is a 10Hz continuous half-sine wave. Loading is performed at a stress ratio of 0.4. The test results are shown in the following table:
从上表中可以看出,添加SBS可以极大地提高环氧再生混合料的荷载循环次数,有效提高环氧再生混合料的疲劳性能,使再生混合料疲劳性能比新环氧混合料。As can be seen from the above table, adding SBS can greatly increase the number of load cycles of the epoxy recycled mixture, effectively improve the fatigue performance of the epoxy recycled mixture, and make the fatigue performance of the recycled mixture better than that of new epoxy mixture.
实施例2Example 2
对沥青路面旧料的沥青进行抽提,测得沥青路面旧料中沥青的PG等级为PG82-16,旧料的集料级配见下表所示:The asphalt from the old asphalt pavement material was extracted, and the PG grade of the asphalt in the old asphalt pavement material was measured to be PG82-16. The aggregate gradation of the old material is shown in the table below:
将质量份数分别为30份、40份的环氧树脂体系分别加入沥青路面旧料中,然后在以上混合料中加入旧料胶结料质量份数为4份、6份、8份以及10份的普通湿法SBS。具体制备方法按照如下步骤操作:Add 30 parts and 40 parts by mass of the epoxy resin system to the old asphalt pavement materials respectively, and then add 4 parts, 6 parts, 8 parts and 10 parts by mass of the old material cementing material to the above mixture. Ordinary wet SBS. The specific preparation method is as follows:
步骤S1:将用搅拌机破碎后的沥青路面旧料放在120℃以上的烘箱里烘干2-3小时;Step S1: Dry the old asphalt pavement materials crushed by the mixer in an oven above 120°C for 2-3 hours;
步骤S2:加热环氧沥青体系混合物各组分:环氧树脂体系A组分和B组分别加热至60℃,保持10分钟,并将基质沥青加热至流动态;Step S2: Heating the components of the epoxy asphalt system mixture: heating component A and group B of the epoxy resin system to 60°C respectively, holding for 10 minutes, and heating the matrix asphalt to a fluid state;
步骤S3:将加热后的环氧树脂体系混合物的A组分和B组分按56:44的比例混合后倒入容器中,并用玻璃棒搅拌4分钟,得到环氧树脂体系混合物;Step S3: Mix component A and component B of the heated epoxy resin system mixture in a ratio of 56:44, pour it into a container, and stir with a glass rod for 4 minutes to obtain an epoxy resin system mixture;
步骤S4:称取所需要的量后,将拌和后的环氧树脂体系混合物和SBS加入拌锅内,在 180℃下搅拌90秒;Step S4: After weighing the required amount, add the mixed epoxy resin system mixture and SBS into the mixing pot, and stir at 180°C for 90 seconds;
步骤S5:加热后的基质沥青倒入拌和混合料所用的拌锅内,并在180℃搅拌60s;Step S5: Pour the heated matrix asphalt into the mixing pot used for mixing the mixture, and stir at 180°C for 60 seconds;
步骤S6:将加热后的旧料投入到拌锅中,在180℃下拌和90s,制成再生混合料;Step S6: Put the heated old materials into a mixing pot and mix at 180°C for 90 seconds to make a regenerated mixture;
步骤S7:试件经过60℃养生4天,然后测量混合料的各项性能。Step S7: The specimen is cured at 60°C for 4 days, and then the various properties of the mixture are measured.
首先测量再生混合料的高温性能,其通过车辙试验测量。制备出标准车辙板试件,然后放入车辙仪中测量试件的动稳定度,试验结果如下:The high-temperature properties of the recycled mix were first measured, as measured by rutting tests. A standard rut plate specimen was prepared and then placed in a rutting instrument to measure the dynamic stability of the specimen. The test results are as follows:
从上表中可看出,随着SBS含量的增加,混合料的动稳定度逐渐减小,有效降低了混合料的模量,通过改变SBS的掺量可以实现环氧树脂体系的掺量调整。As can be seen from the above table, as the SBS content increases, the dynamic stability of the mixture gradually decreases, effectively reducing the modulus of the mixture. By changing the amount of SBS, the amount of the epoxy resin system can be adjusted. .
其次测量再生混合料的低温性能,混合料的低温性能影响通过小梁弯曲试验测量。将养生后的车辙板试件切割成250mm×30mm×35mm棱柱体小梁试件。在-10℃下进行小梁弯曲试验。试验结果如下表所示。Next, the low-temperature properties of the recycled mix were measured. The impact of the low-temperature performance of the mix was measured through trabecular bending tests. The cured rut plate specimens were cut into 250 mm × 30 mm × 35 mm prism trabecular specimens. Trabecular bending tests were performed at -10°C. The test results are shown in the table below.
从表中可以看出,在所有环氧树脂体系掺量下,SBS掺量的提高均可减少再生混合料低温下的模量,通过内插的方式可以得出,当SBS和环氧树脂体系含量分别为5.5%和30%时,低温下再生混合料的模量与SBS和环氧树脂体系含量分别为4%和40%时的再生混合料相同。It can be seen from the table that under all epoxy resin system dosages, increasing the SBS dosage can reduce the modulus of the recycled mixture at low temperatures. Through interpolation, it can be concluded that when the SBS and epoxy resin systems At 5.5% and 30% content respectively, the modulus of the recycled mix at low temperature is the same as that of the recycled mix at 4% and 40% SBS and epoxy resin systems respectively.
最后测量再生混合料的疲劳性,疲劳性能由小梁弯曲疲劳试验测得。将养生后的车辙板试件切割成250mm×30mm×35mm棱柱体小梁试件。采用三点分加载,加载波形为10Hz连续式半正弦波。按0.4的应力比进行加载。试验结果如下表所示:Finally, the fatigue properties of the recycled mixture were measured, and the fatigue properties were measured by trabecular bending fatigue tests. The cured rut plate specimens were cut into 250 mm × 30 mm × 35 mm prism trabecular specimens. Three-point loading is adopted, and the loading waveform is a 10Hz continuous half-sine wave. Loading is performed at a stress ratio of 0.4. The test results are shown in the following table:
从上表中可以看出,添加SBS可以极大地提高环氧再生混合料的荷载循环次数,有效提高环氧再生混合料的疲劳性能。As can be seen from the table above, adding SBS can greatly increase the number of load cycles of the epoxy recycled mixture and effectively improve the fatigue performance of the epoxy recycled mixture.
通过实施例1和实施例2可以看出,通过添加增加SBS的掺量,可以减少环氧树脂体系的用量,并使再生混合料的性能达到相似的程度。因此,可在一定程度上用SBS替代部分环氧树脂体系,降低路面造价。It can be seen from Example 1 and Example 2 that by adding and increasing the amount of SBS, the amount of epoxy resin system can be reduced and the performance of the regenerated mixture can be reached to a similar level. Therefore, SBS can be used to replace part of the epoxy resin system to a certain extent and reduce the cost of pavement construction.
综上,根据所有实施例所涉及的一种基于SBS和环氧树脂体系的沥青路面旧料再生利用混合料及其制备方法,采用环氧树脂体系混合物和SBS对再生混合料的性能进行有效恢复,可以改善再生混合料的疲劳、低温等路用性能。此外,SBS可以替代部分环氧树脂体系,从而降低再生混合料中环氧树脂体系的用量,在节约资源、污染的同时降低了路面造价。In summary, according to all the embodiments involved in an asphalt pavement old material recycling mixture based on SBS and epoxy resin system and its preparation method, the epoxy resin system mixture and SBS are used to effectively restore the performance of the recycled mixture, It can improve the fatigue, low temperature and other road performance of the recycled mixture. In addition, SBS can replace part of the epoxy resin system, thereby reducing the amount of epoxy resin system in the recycled mixture, saving resources and pollution while reducing the cost of pavement construction.
本技术领域技术人员可以理解,除非另外定义,这里使用的所有术语(包括技术术语和科学术语)具有与本申请所属领域中的普通技术人员的一般理解相同的意义。还应该理解的是,诸如通用字典中定义的那些术语应该被理解为具有与现有技术的上下文中的意义一致的意义,并且除非像这里一样定义,不会用理想化或过于正式的含义来解释。It will be understood by those skilled in the art that, unless otherwise defined, all terms (including technical terms and scientific terms) used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs. It should also be understood that terms such as those defined in general dictionaries are to be understood to have meanings consistent with their meaning in the context of the prior art, and are not to be taken in an idealized or overly formal sense unless defined as herein. explain.
本申请中所述的“和/或”的含义指的是各自单独存在或两者同时存在的情况均包括在内。The meaning of "and/or" mentioned in this application means that each exists alone or both exist at the same time.
本申请中所述的“连接”的含义可以是部件之间的直接连接也可以是部件间通过其它部件的间接连接。The meaning of "connection" in this application may be a direct connection between components or an indirect connection between components through other components.
以上述依据本发明的理想实施例为启示,通过上述的说明内容,相关工作人员完全可以在不偏离本项发明技术思想的范围内,进行多样的变更以及修改。本项发明的技术性范围并不局限于说明书上的内容,必须要根据权利要求范围来确定其技术性范围。Taking the above-mentioned ideal embodiments of the present invention as inspiration and through the above description, relevant workers can make various changes and modifications without departing from the scope of the technical idea of the present invention. The technical scope of the present invention is not limited to the content in the description, and must be determined based on the scope of the claims.
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