氯离子侵蚀下纤维素纳米晶改性水泥浆的力学性能和微观结构

IF 6.7 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Hu Feng , Zishuo Zheng , Aofei Guo , Zhihui Sun , Zhenyun Yu , Congguang Yao , Yunxing Du
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引用次数: 0

摘要

纤维素纳米晶体(CNC)是一种绿色环保的纳米材料,有潜力作为添加剂增强水泥基复合材料对氯离子侵蚀的抵抗力。本研究旨在从力学性能和微观结构的角度研究CNC对水泥浆体抗氯离子侵蚀性能的影响。CNC改性水泥浆体的宏观力学性能分析表明,在不同水灰比下,CNC的最佳掺量不同。当水灰比为0.3和0.5时,最佳的CNC含量分别为0.1%和0.2%。水灰比分别为0.3和0.5时,在水灰比中加入相应的最佳CNC,水灰体的抗压强度、劈裂抗拉强度和抗弯强度分别提高18.8% ~ 22.14%、19.4% ~ 26.38%和32% ~ 44.67%。此外,CNC的使用降低了氯离子侵蚀引起的水泥浆体的机械强度损失率。氯离子侵蚀90天后,在水灰比为0.3时,0.1% CNC使水泥浆体的机械强度损失率降低了3.14% ~ 9.31%,在水灰比为0.5时,0.2% CNC使水泥浆体的机械强度损失率降低了5% ~ 7.32%。CNC的使用显著改善了氯离子侵蚀前后水泥浆体的力学性能。等温量热法(IC)测试、x射线衍射(XRD)测试、压汞法(MIP)测试、傅立叶变换红外光谱(FTIR)测试表明,主要原因是CNC的加入促进了水泥颗粒的水化反应,提高了后期水泥的水化程度,从而降低了水泥浆体的孔隙度、平均孔径和最可能孔径。CNC对氯离子侵蚀后水泥浆体强度损失的降低可能是由于CNC有效缓解了氯离子侵蚀引起的大孔比例、平均孔径和最可能孔径的增加。本研究着重研究了CNC在氯化物环境下对水泥浆体性能的改善。这凸显了CNC作为抗氯离子侵蚀添加剂的巨大潜力,可以提高受氯离子侵蚀的基础设施的寿命,这与可持续绿色建筑的需求是一致的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Mechanical properties and microstructure of cellulose nanocrystal modified cement pastes subject to chloride erosion
Cellulose nanocrystal (CNC) is promising as a green and environmentally friendly nanomaterial, with potential as an additive to enhance the resistance of cement-based composites to chloride ion erosion. This study aims to investigate the effects of CNC on the resistance of cement pastes to chloride ion erosion from the perspective of mechanical properties and microstructure. The macroscopic mechanical properties analysis of CNC modified cement pastes shows that the optimal CNC content is different under different water-cement ratios. For water-cement ratios of 0.3 and 0.5, the optimal CNC content is 0.1 % and 0.2 %, respectively. The compressive strength, splitting tensile strength and flexural strength of cement pastes are increased by 18.8–22.14 %, 19.4 %–26.38 % and 32 %–44.67 %, respectively after adding the corresponding optimal CNC into cement pastes with 0.3 and 0.5 water-cement ratio. In addition, the use of CNC reduces the mechanical strength loss rate of cement pastes caused by chloride ion erosion. After 90 days of chloride ion erosion, 0.1 % CNC reduces the mechanical strength loss rate of cement pastes by 3.14 %–9.31 % at a water-cement ratio of 0.3, and 0.2 % CNC reduces the mechanical strength loss rate of cement pastes by 5 %–7.32 % at a water-cement ratio of 0.5. The use of CNC significantly improves the mechanical properties of cement pastes before and after chloride ion erosion. The isothermal calorimetry (IC) test, X-ray diffraction (XRD) test, mercury intrusion porosimetry (MIP) test, and fourier transformation infrared spectroscopy (FTIR) test show that the main reason is that the addition of CNC promotes the hydration reaction of cement particles and enhances the degree of cement hydration in the later stage, thereby reducing the porosity, average pore diameter and most probable pore diameter of cement pastes. The reduction of strength loss of cement pastes after chloride ion erosion caused by CNC may be due to the fact that CNC effectively alleviates the increase of macropore proportion, average pore diameter and most probable pore diameter caused by chloride erosion. This study emphasizes the improvement of cement pastes performance by CNC in the chloride environment. It highlights the great potential of CNC as an anti-chloride ion erosion additive to improve the life of infrastructure eroded by chloride ions, which is consistent with the demand for sustainable green construction.
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来源期刊
Journal of building engineering
Journal of building engineering Engineering-Civil and Structural Engineering
CiteScore
10.00
自引率
12.50%
发文量
1901
审稿时长
35 days
期刊介绍: The Journal of Building Engineering is an interdisciplinary journal that covers all aspects of science and technology concerned with the whole life cycle of the built environment; from the design phase through to construction, operation, performance, maintenance and its deterioration.
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