氧化铝-硅胶的高早期火山灰活性:碳酸化再生混凝土浆体复合水泥水化研究

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Maciej Zajac , Jiayi Song , Patrick Ullrich , Jan Skocek , Mohsen Ben Haha , Jørgen Skibsted
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引用次数: 2

摘要

碳化再生混凝土浆体(cRCP)是一种独特的补充胶凝材料,具有源自氧化铝-硅胶的火山灰特性。本研究表明,具有cRCP的复合水泥的高早期强度归因于其快速的火山灰反应性。27Al和29Si NMR研究表明,氧化铝-硅胶仅在水合7天后就被消耗掉了。快速凝胶反应导致形成具有低Ca/Si比的C-(a)-S-H相。7天后,贝利特和阿利特的残余物进一步反应,并将C-(A)-S-H相的Ca/Si比增加到混合水泥的典型水平。因此,较低的孔隙率在早期就已经形成,从而产生高强度。cRCP的反应性受其来源和碳酸化条件的影响。富含硫酸盐的溶液中的碳化增加了凝胶的表面积并加速了反应。cRCP中的残余渣发生反应,有助于微观结构和强度的发展。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
High early pozzolanic reactivity of alumina-silica gel: A study of the hydration of composite cements with carbonated recycled concrete paste

Carbonated recycled concrete paste (cRCP) is a unique supplementary cementitious material with pozzolanic properties stemming from the alumina-silica gel. This study reveals that the high early strength of composite cements with cRCP is attributed to its rapid pozzolanic reactivity. 27Al and 29Si NMR investigations show that the alumina-silica gel is consumed after only 7 days of hydration. The rapid gel reaction results in the formation of a C-(A)-S-H phase with a low Ca/Si ratio. After 7 days, belite and remains of alite react further and increases the Ca/Si ratio of the C-(A)-S-H phase to a level typical for blended cements. As a result, a lower porosity forms already at early age, resulting in high strength. The reactivity of cRCP is influenced by its origin and carbonation conditions. Carbonation in sulfate-rich solutions enhances the gel surface area and accelerates the reaction. Slag remnants in cRCP react aiding to microstructure and strength development.

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来源期刊
Cement and Concrete Research
Cement and Concrete Research 工程技术-材料科学:综合
CiteScore
20.90
自引率
12.30%
发文量
318
审稿时长
53 days
期刊介绍: Cement and Concrete Research is dedicated to publishing top-notch research on the materials science and engineering of cement, cement composites, mortars, concrete, and related materials incorporating cement or other mineral binders. The journal prioritizes reporting significant findings in research on the properties and performance of cementitious materials. It also covers novel experimental techniques, the latest analytical and modeling methods, examination and diagnosis of actual cement and concrete structures, and the exploration of potential improvements in materials.
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