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Preparation and Characterization of Self-Healing Mortar Based on Build-In Carbonation

机译:基于内置碳化的自修复砂浆的制备与表征

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摘要

In this study, a new type of cement-based healing pellets (CHPs) were proposed to accelerate the healing efficiency of concrete, which was mainly based on the introduced Na CO on promoting the formation of calcium carbonate (CaCO ) in cracks. The effects of Na CO on the characteristics of CHPs were firstly investigated, and then the properties of cement mortar mixed with CHPs were studied quantitatively, including the workability, mechanical properties and healing ability. The results showed that higher dosages of Na CO in CHPs decreased the size range of pellets and reduced the setting time, fluidity and heat of hydration of mortar. Still more, CHPs reduced the early strength of mortar but kept the intensity growth rate stable such that it had nearly no negative effect on the later strength. With the content of CHPs increasing, the strength of mortar showed a decreasing trend, while the pore-filling efficiency and strength healing rate of mortar were further improved. In addition, as a new type of self-healing pellets for concrete based on the “build-in” carbonation, CHPs improved the strength and healing effectiveness of cement mortar. When the dosage of Na CO in CHPs and the content of CHPs in mortar were at 10% and 25%, respectively, mortar obtained highest strength in the later stage and the best healing effect.
机译:在这项研究中,提出了一种新型的水泥基愈合颗粒(CHPs),以提高混凝土的愈合效率,这主要是基于引入的NaCO促进裂缝中碳酸钙(CaCO)的形成。首先研究了NaCO对CHPs特性的影响,然后定量研究了水泥浆与CHPs混合的性能,包括可加工性,力学性能和修复能力。结果表明,在热电联产中添加较高浓度的Na CO会减小颗粒的尺寸范围,并缩短砂浆的凝结时间,流动性和水化热。此外,热电联产降低了砂浆的早期强度,但保持了强度的增长速度稳定,因此对后期强度几乎没有负面影响。随着CHPs含量的增加,砂浆的强度呈下降趋势,而砂浆的孔隙填充效率和强度恢复率进一步提高。另外,作为一种新型的基于“内置”碳化的混凝土自修复颗粒,CHP提高了水泥砂浆的强度和修复效果。当热电联产中的NaCO含量和砂浆中的CHP含量分别为10%和25%时,砂浆在后期获得最高的强度和最佳的愈合效果。

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