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Rehydration of ultra-high performance concrete matrix incorporating metakaolin under long-term water curing
Construction and Building Materials ( IF 7.4 ) Pub Date : 2021-09-17 , DOI: 10.1016/j.conbuildmat.2021.124875
Zongyun Mo 1 , Hua Zhao 2 , Li Jiang 1 , Xintong Jiang 1 , Xiaojian Gao 3
Affiliation  

This study investigated the late age rehydration of UHPC matrix containing metakaolin (MK) under long-term water curing (90–365 d). The UHPC matrixes were divided into two series including binary mixtures incorporating MK and ternary mixtures incorporating MK and limestone powder (LS). Steam curing (variable curing temperature and duration) and standard curing were performed on the UHPC matrix before long-term water curing. Compressive and flexural strengths, chemically bound water, microstructures, hydration degree were measured to evaluate the late-age rehydration of UHPC matrix. The results indicated that the strength of UHPC matrix generally increased from 90 to 270 d and then decreased from 270 to 365 d. The ultimate strength of UHPC matrix is closely related to the early age curing regime. The rehydration of long-term water cured UHPC matrix is attributable to unhydrated cement clinker as well as pozzolanic reaction of MK. The higher steam curing temperature degraded the rehydration degree of binary matrix while has little effects on that of ternary matrix samples. It was demonstrated that small pores below 20 nm increased with the long-term water curing in UHPC matrix. Additionally, a little increase of large pores above 200 μm was detected for MK added samples, contributing to strength degradation of UHPC matrix under long-term water immersion. Therefore, the rehydration of UHPC was influenced by both cementitious composition and early age curing regime.



中文翻译:

长期水养护下掺入偏高岭土的超高性能混凝土基体的再水化

本研究调查了在长期水固化(90-365 天)下含有偏高岭土(MK)的 UHPC 基质的后期再水化。UHPC 基体分为两个系列,包括包含 MK 的二元混合物和包含 MK 和石灰石粉 (LS) 的三元混合物。在长期水固化之前,对 UHPC 基体进行蒸汽固化(可变固化温度和持续时间)和标准固化。测量抗压和抗弯强度、化学结合水、微观结构、水化度以评估 UHPC 基质的后期再水化。结果表明,UHPC 基体的强度一般从 90 d 增加到 270 d,然后从 270 d 减少到 365 d。UHPC 基体的极限强度与早期固化制度密切相关。长期水固化 UHPC 基体的再水化归因于未水化的水泥熟料以及 MK 的火山灰反应。较高的蒸汽养护温度降低了二元基体的再水化程度,而对三元基体样品的再水化度影响不大。结果表明,在 UHPC 基体中,随着长期水固化,小于 20 nm 的小孔会增加。此外,添加 MK 的样品检测到 200 μm 以上的大孔略有增加,这有助于 UHPC 基质在长期浸水条件下的强度降低。因此,UHPC 的再水化受胶结成分和早期养护制度的影响。较高的蒸汽养护温度降低了二元基体的再水化程度,而对三元基体样品的再水化度影响不大。结果表明,在 UHPC 基体中,随着长期水固化,小于 20 nm 的小孔会增加。此外,添加 MK 的样品检测到 200 μm 以上的大孔略有增加,这有助于 UHPC 基质在长期浸水条件下的强度降低。因此,UHPC 的再水化受胶结成分和早期养护制度的影响。较高的蒸汽养护温度降低了二元基体的再水化程度,而对三元基体样品的再水化度影响不大。结果表明,在 UHPC 基体中,随着长期水固化,小于 20 nm 的小孔会增加。此外,添加 MK 的样品检测到 200 μm 以上的大孔略有增加,这有助于 UHPC 基质在长期浸水条件下的强度降低。因此,UHPC 的再水化受胶结成分和早期养护制度的影响。导致 UHPC 基体在长期浸水条件下强度下降。因此,UHPC 的再水化受胶结成分和早期养护制度的影响。导致 UHPC 基体在长期浸水条件下强度下降。因此,UHPC 的再水化受胶结成分和早期养护制度的影响。

更新日期:2021-09-17
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