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晶体外加剂和涂层对自愈合混凝土性能影响的研究

Investigation into the Effects of Crystalline Admixtures and Coatings on the Properties of Self-Healing Concrete.

作者信息

Shetiya Ravi Kumar, Elhadad Sara, Salem Ali, Fülöp Attila, Orban Zoltan

机构信息

Structural Diagnostics and Analysis Research Group, Faculty of Engineering and Information Technology, University of Pécs, 7622 Pécs, Hungary.

Department of Architecture, Faculty of Engineering, Minia University, Minia 61111, Egypt.

出版信息

Materials (Basel). 2024 Feb 5;17(3):767. doi: 10.3390/ma17030767.

Abstract

One fascinating concept for enhancing the durability and lifespan of concrete buildings involves the use of self-healing concrete. This study focuses on the effect of crystalline admixtures and coatings on various properties of self-healing concrete and provides a comparison with traditional concrete. Four different concrete mixtures were prepared to assess their effectiveness in bridging crack openings, their flexural and compressive strengths, and water absorption. Various testing methods, including destructive, semi-destructive, and non-destructive tests, were used in this research. The capacity of the mixes to repair themselves was assessed on the destroyed and semi-destroyed test specimens using crack-healing and microstructure testing. Additionally, all mixtures were also subjected to the slump cone test and air content test in order to investigate the characteristics of the concrete in its fresh state. The findings demonstrate that crystalline coating and admixture combinations have significant potential for healing concrete. The compressive and bending strengths of self-healing concrete mixtures were shown to be slightly higher compared to traditional concrete when the additive dose was increased. Self-healing concrete mixtures also exhibited much lower water absorption, a tightly packed and improved microstructure, and signs of healed gaps, all of which indicate greater durability.

摘要

一种提高混凝土建筑耐久性和使用寿命的有趣概念涉及使用自修复混凝土。本研究聚焦于结晶外加剂和涂层对自修复混凝土各种性能的影响,并与传统混凝土进行比较。制备了四种不同的混凝土混合物,以评估它们在弥合裂缝开口、抗弯强度和抗压强度以及吸水性方面的有效性。本研究采用了各种测试方法,包括破坏性、半破坏性和非破坏性测试。使用裂缝愈合和微观结构测试,在破坏和半破坏的试件上评估混合物的自我修复能力。此外,所有混合物还进行了坍落度试验和含气量试验,以研究混凝土新拌状态下的特性。研究结果表明,结晶涂层和外加剂组合在修复混凝土方面具有巨大潜力。当添加剂用量增加时,自修复混凝土混合物的抗压强度和抗弯强度略高于传统混凝土。自修复混凝土混合物的吸水性也低得多,微观结构紧密且有所改善,并有缝隙愈合的迹象,所有这些都表明其耐久性更强。

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