Microstructural characterization of CO2-cured calcium silicate cement

IF 6.2 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Amanuel Bersisa , Ki-Yeon Moon , G.M. Kim , Jin-Sang Cho , Solmoi Park
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引用次数: 0

Abstract

Calcium silicate cement (CSC) is a non-hydraulic cement that solidifies in moist conditions with CO2 curing. To contribute to the standardization of CSC, the material has been produced locally, and the microstructural characterization of the carbonation products of CSC samples with water-to-cement (W/C) ratios of 0.35, 0.4 and 0.45 at 10% CO2 concentration using XRD, 29Si MAS NMR, 1H NMR and compressive strength tests. CSC primarily consists of Q0, Q1 and Q2 silica species, among which β-C2S and β-CS exhibit higher reactivity to CO2 curing. The obtained results confirm the presence of calcite and amorphous phases as the main carbonation products, which become more prominent with an elapse in CO2 curing. The CO2 uptake of CSC samples with a W/C ratio of 0.45 was 8 g per 100 g binder, although a higher W/C ratio induced a relatively larger capillary and gel pore width, consequently reducing the strength of CSC.

二氧化碳固化硅酸钙水泥的微结构表征
硅酸钙水泥(CSC)是一种在潮湿条件下通过二氧化碳固化的非液压水泥。为了促进硅酸钙水泥的标准化,我们在当地生产了这种材料,并使用 XRD、29Si MAS NMR、1H NMR 和抗压强度测试对水灰比(W/C)为 0.35、0.4 和 0.45、二氧化碳浓度为 10% 的硅酸钙水泥样品的碳化产物进行了微观结构表征。CSC 主要由 Q0、Q1 和 Q2 三种二氧化硅组成,其中 β-C2S 和 β-CS 对二氧化碳固化具有更高的反应活性。所获得的结果证实,方解石和无定形相是主要的碳化产物,随着二氧化碳固化时间的推移,它们变得更加突出。W/C 比为 0.45 的 CSC 样品的二氧化碳吸收量为每 100 克粘结剂 8 克,但 W/C 比越高,毛细管和凝胶孔宽度相对越大,从而降低了 CSC 的强度。
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来源期刊
CiteScore
7.40
自引率
1.20%
发文量
31
审稿时长
22 days
期刊介绍: Developments in the Built Environment (DIBE) is a recently established peer-reviewed gold open access journal, ensuring that all accepted articles are permanently and freely accessible. Focused on civil engineering and the built environment, DIBE publishes original papers and short communications. Encompassing topics such as construction materials and building sustainability, the journal adopts a holistic approach with the aim of benefiting the community.
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