Preparation, characterization and repeated repair ability evaluation of asphalt-based crack sealant containing microencapsulated epoxy resin and curing agent

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Construction and Building Materials Pub Date : 2020-09-30 DOI:10.1016/j.conbuildmat.2020.119433
Xiaoyong Tan , Jiupeng Zhang , Dong Guo , Guoqing Sun , Yingying Zhou , Wenwu Zhang , Yongsheng Guan
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引用次数: 33

Abstract

In order to improve the repeated repair ability of asphalt-based crack sealants, two types of microcapsules were prepared and added into asphalt-based crack sealant. The epoxy resin and curing agent were microencapsulated by using interfacial polymerization method, and named as A-type and B-type microcapsules respectively. The effects of emulsifier content and core-wall ratio on the preparation of two types of microcapsules were analyzed, and SEM, FT-IR, TG-DSC, and FOM analyses were performed to study the microscopic features of microcapsules, including the particle size and size distribution, chemical components, morphological features, thermal stability as well as the dispersion of microcapsules in the sealant. Then, DSR tests were conducted with two-stage loading mode to evaluate the repeated repair ability of asphalt-based crack sealants with different dosages of microencapsulated epoxy resin and curing agent. The results show that the optimal emulsifier contents are 0.5% and 0.7% for the A-type and B-type microcapsules respectively, and the corresponding core-wall ratios are 1.3:1 and 1.1:1 respectively. The two types of microcapsules were successfully prepared with well-distributed particle sizes and sufficient thermal stability, which are be well dispersed in asphalt-based sealants. The repeated repair ability indexes were proposed based on DSR complex shear modulus and the corresponding loadings cycles. It is found that the repeated repair ability of composited sealants is obviously improved. The optimal dosage of two types of microcapsules are 3%, and a sufficient healing time is required for repairing crack due to the indispensable curing process of epoxy.

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含微囊化环氧树脂和固化剂沥青基裂缝密封胶的制备、表征及重复修补能力评价
为了提高沥青基裂缝密封胶的重复修复能力,制备了两种微胶囊并将其添加到沥青基裂缝密封胶中。采用界面聚合方法将环氧树脂和固化剂微胶囊化,分别命名为a型和b型微胶囊。分析了乳化剂含量和芯壁比对制备两种微胶囊的影响,并通过SEM、FT-IR、TG-DSC和FOM分析研究了微胶囊的微观特征,包括微胶囊的粒径和粒径分布、化学成分、形态特征、热稳定性以及微胶囊在密封胶中的分散情况。然后,采用两段加载模式进行DSR试验,评价不同剂量微囊化环氧树脂和固化剂对沥青基裂缝密封胶的重复修复能力。结果表明,a型和b型微胶囊的最佳乳化剂含量分别为0.5%和0.7%,相应的芯壁比分别为1.3:1和1.1:1。制备的两种微胶囊粒径分布均匀,热稳定性好,能很好地分散在沥青基密封胶中。提出了基于DSR复合剪切模量和相应加载周期的重复修复能力指标。结果表明,复合密封胶的重复修复能力明显提高。两种微胶囊的最佳用量均为3%,且由于环氧树脂不可缺少的固化过程,修补裂缝需要足够的愈合时间。
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来源期刊
Construction and Building Materials
Construction and Building Materials 工程技术-材料科学:综合
CiteScore
13.80
自引率
21.60%
发文量
3632
审稿时长
82 days
期刊介绍: Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged. Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.
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