Park Jin-Ho, Kim Sang-Youl, Lee Han-Seung, Wi Kwangwoo
Department of Research Promotion Team, Hanyang University, 1271 Sa 3-dong, Sangrok-gu, Ansan 15588, Republic of Korea.
Department of Architectural Engineering, Hanyang University, 1271 Sa 3-dong, Sangrok-gu, Ansan 15588, Republic of Korea.
Materials (Basel). 2023 Mar 27;16(7):2651. doi: 10.3390/ma16072651.
Exterior finishes protect reinforced concrete buildings against environmental factors, improve their durability, and enhance their exterior design. In this study, the influence of different metal types used in arc thermal metal spraying on the adhesion between concrete and metal coatings was analyzed. Five metals with different melting points were tested, and the differences between their melting points and surface temperatures immediately after thermal spraying were measured. The bonding strength of each metal was evaluated. Additionally, the interface between the concrete surface and metal coating was analyzed using image analysis and optical microscopy. The results demonstrated that Zn achieved the highest bonding strength (1.84 MPa), which had the lowest melting point and surface temperature immediately after spraying, while Cu/Sn achieved the lowest strength (1.38 MPa), which had the highest temperatures. The bonding strength had a closer relationship (R = 0.9946) with the difference between the melting point and surface temperature immediately after spraying than that (R = 0.9589) with the surface temperature immediately after spraying. The bonding strength increased as the ratio of the non-interfacial failure area to the total area increased, ensuring a stronger attachment to the concrete surface. Overall, the results showed that the bonding strength was significantly affected by the metal type.
外部饰面可保护钢筋混凝土建筑免受环境因素影响,提高其耐久性,并提升其外观设计。在本研究中,分析了电弧热金属喷涂中使用的不同金属类型对混凝土与金属涂层之间附着力的影响。测试了五种熔点不同的金属,并测量了它们的熔点与热喷涂后立即测得的表面温度之间的差异。评估了每种金属的结合强度。此外,使用图像分析和光学显微镜对混凝土表面与金属涂层之间的界面进行了分析。结果表明,锌的结合强度最高(1.84MPa),其在喷涂后立即具有最低的熔点和表面温度,而铜/锡的强度最低(1.38MPa),其温度最高。结合强度与喷涂后立即测得的熔点与表面温度之差的关系更为密切(R = 0.9946),而与喷涂后立即测得的表面温度的关系则较弱(R = 0.9589)。随着非界面失效面积与总面积之比的增加,结合强度增大,从而确保与混凝土表面的附着更强。总体而言,结果表明结合强度受金属类型的显著影响。