Ma Pengfei, Xin Minglian, Zhang Yan, Ge Shenguang, Wang Dan, Jiang Congcong, Zhang Lina, Cheng Xin
Shandong Provincial Key Laboratory of Preparation and Measurement of Building Materials, University of Jinan Jinan 250022 Shandong China
Shandong Hi-speed Road & Bridge International Engineering Co. Ltd. Jinan 250014 Shandong China.
RSC Adv. 2021 May 28;11(31):18818-18826. doi: 10.1039/d1ra01875b. eCollection 2021 May 24.
Glass fiber-reinforced cementitious material is one of the significant components in structural materials playing vital roles in enhancing the tensile and flexural behavior of cement-based quasi-brittle materials. Compared with carbon and polymer fibers, its intrinsic similar silicate-based composition to cement was endowed with better bonding properties and compatibility with cement-based materials. However, the poor alkali resistance of glass fibers restrained their potential development for spreading to applications in construction fields. In this study, dopamine-modified glass fibers (DP) were self-polymerized at ambient temperature by a facile method for enhancing the alkali resistance of glass fibers. Scanning electron microscopy and X-ray photoelectron spectroscopy were utilized for characterizing DP. The duration of reaction and fiber to solution ratio were adjusted with an optimal reaction time of 12 h and fiber to solution ratio of 0.12 g ml acquired. Alkali resistance was measured by strength retention tests in both mortar and sodium hydroxide solution. Compared with untreated glass fibers (UN), DP exhibited a distinct improvement in strength retention rate of 37.1% and 18.9% under mortar and sodium hydroxide solution environments, respectively. Also, flexural strength tests of DP-reinforced cement were conducted, and its strength was increased in comparison with that of UN-reinforced cement by 58.2%. As a consequence, a novel simple method for improving the alkali resistance of glass fibers was proposed and is anticipated to promote the development and applications of glass-fiber reinforced cement-based materials.
玻璃纤维增强水泥基材料是结构材料中的重要组成部分之一,在增强水泥基准脆性材料的拉伸和弯曲性能方面发挥着至关重要的作用。与碳纤维和聚合物纤维相比,其与水泥本质上相似的硅酸盐基组成赋予了它与水泥基材料更好的粘结性能和相容性。然而,玻璃纤维耐碱性差限制了它们在建筑领域广泛应用的潜在发展。在本研究中,通过一种简便的方法在室温下使多巴胺改性玻璃纤维(DP)自聚合,以提高玻璃纤维的耐碱性。利用扫描电子显微镜和X射线光电子能谱对DP进行表征。调整反应时间和纤维与溶液的比例,获得最佳反应时间为12小时,纤维与溶液比例为0.12 g/ml。通过在砂浆和氢氧化钠溶液中的强度保持试验来测量耐碱性。与未处理的玻璃纤维(UN)相比,DP在砂浆和氢氧化钠溶液环境下的强度保持率分别有显著提高,提高了37.1%和18.9%。此外,还进行了DP增强水泥的抗弯强度试验,其强度比UN增强水泥提高了58.2%。因此,提出了一种改进玻璃纤维耐碱性的新颖简单方法,有望促进玻璃纤维增强水泥基材料的发展和应用。