The macro-micro properties of concrete coated with modified polyurethane under the alternating action of abrasion and freeze-thaw cycles

IF 8.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Yang Li , Deqiang Yan , Yanlong Li , Yao Zhang , Ruijun Wang , Xiaolong Zhuang , Jingjing He
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Abstract

In this paper, the macroscopic and microscopic properties of concrete coated with modified polyurethane were studied under the alternating action of abrasion and freeze-thaw cycles. The protective effect of the coating was analyzed via hydrophobicity tests and microhardness tests. The macroscopic and microscopic properties of concrete were systematically studied by combining abrasion resistance freeze-thaw alternation tests, scanning electron microscopy (SEM) tests, and nuclear magnetic resonance (NMR) tests. The results indicate that under single abrasion action, small pieces of concrete coating peel off, resulting in increased mass loss. The single freeze-thaw effect is relatively small, and the mass increases first and then decreases. Especially, the mass loss rate remained negative throughout the entire freeze-thaw process. Under alternating action, the coating peels off severely and the quality loss is significant, with a maximum value of 0.56 %. Obvious aggregate particles and pore expansion could be seen on the surface of the coating. The size and volume of the gel pores and transition pores decreased, but the capillary pores and macropores increased significantly. As the number of alternating cycles increases, the abrasion resistance, bond strength, and compressive strength of the concrete coating gradually decrease, and the failure mode changes from cohesive failure to interface bonding failure. The addition of modifiers significantly improved the microstructure of the coating, thereby enhancing its mechanical properties in abrasion, freeze-thaw cycles, and alternating environments. With the addition of 0.5 % anti-aging agent and 2 % dispersant, the concrete coating achieves the optimal performance. A theoretical prediction model for concrete with modified polyurethane coating was established based on Kachanov's damage mechanics theory. The model has been validated experimentally with a correlation coefficient value exceeding 0.989, indicating a good fitting effect.
磨损与冻融循环交替作用下改性聚氨酯涂覆混凝土的宏微观性能
本文研究了改性聚氨酯涂层混凝土在磨损和冻融循环交替作用下的宏观和微观性能。通过疏水性试验和显微硬度试验分析了涂层的防护效果。结合抗磨性冻融交替试验、扫描电镜(SEM)试验和核磁共振(NMR)试验,系统研究了混凝土的宏观和微观性能。结果表明:在单次磨损作用下,混凝土涂层小块脱落,质量损失增大;单次冻融效应较小,质量先增大后减小。特别是在整个冻融过程中,质量损失率保持为负值。在交变作用下,涂层剥离严重,质量损失显著,最大可达0.56 %。涂层表面有明显的聚集颗粒和孔隙膨胀现象。凝胶孔和过渡孔的大小和体积减小,而毛细管孔和大孔明显增加。随着交替循环次数的增加,混凝土涂层的耐磨性、粘结强度、抗压强度逐渐降低,破坏模式由内聚破坏转变为界面粘结破坏。改性剂的加入显著改善了涂层的微观结构,从而提高了涂层在磨损、冻融循环和交替环境中的力学性能。加入0.5 %抗老化剂和2 %分散剂后,混凝土涂层达到最佳性能。基于Kachanov损伤力学理论,建立了改性聚氨酯涂层混凝土的理论预测模型。模型经实验验证,相关系数大于0.989,拟合效果良好。
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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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