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C-(A)-S-H的结构建模与定量X射线衍射

Structure modeling and quantitative X-ray diffraction of C-(A)-S-H.

作者信息

Mesecke Karsten, Warr Laurence N, Malorny Winfried

机构信息

Hochschule Wismar, Philipp-Müller-Straße 14, 23966 Wismar, Germany.

University of Greifswald, Friedrich-Ludwig-Jahn-Straße 17A, 17489 Greifswald, Germany.

出版信息

J Appl Crystallogr. 2022 Feb 1;55(Pt 1):133-143. doi: 10.1107/S1600576721012668.

DOI:10.1107/S1600576721012668
PMID:35145359
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC8805164/
Abstract

Quantitative X-ray diffraction of nanocrystalline calcium silicate hydrate (C-S-H) and its aluminium-substituted variants (C-A-S-H) has so far been limited by a lack of appropriate structure models. In this study, atomistic structure models derived from tobermorite were combined with a supercell approach using . By accounting for nanostructural features such as isolated layers, turbostratic disorder and, for the first time, fibrils, characteristic reflections and asymmetric bands were more accurately simulated than before, providing the means for phase quantification and refinement of structural sites. This improved methodology is applied to autoclaved aerated concrete and the experimental study of related hydrothermal reactions. Scanning electron microscopy indicated a fibrillar morphology for intermediate C-(A)-S-H, and energy-dispersive X-ray spectroscopy constrained its Ca/Si ratio to 1.31-1.35. As a first step, the direct quantification of C-(A)-S-H via structure models was assessed by a series of X-ray diffraction measurements using corundum as an internal standard. Secondly, the verified structure model was applied to evaluate X-ray diffraction experiments at 457, 466 and 473 K (1.1, 1.35 and 1.55 MPa, respectively). Finally, a quantitative study of industrially produced autoclaved aerated concrete was conducted, determining 20-30 wt% C-(A)-S-H at Ca/Si ratios < 1.0. In general, the developed structure models advance the study of Portland cement concrete and related materials, including autoclaved aerated concrete, and the supercell approach may be universally applicable to other nanocrystalline materials.

摘要

迄今为止,纳米晶硅酸钙水合物(C-S-H)及其铝取代变体(C-A-S-H)的定量X射线衍射受到缺乏合适结构模型的限制。在本研究中,源自雪硅钙石的原子结构模型与使用……的超晶胞方法相结合。通过考虑诸如孤立层、 turbostratic无序以及首次考虑的纤维等纳米结构特征,比以前更准确地模拟了特征反射和不对称带,为相定量和结构位点的细化提供了手段。这种改进的方法应用于蒸压加气混凝土及相关水热反应的实验研究。扫描电子显微镜显示中间C-(A)-S-H具有纤维状形态,能量色散X射线光谱将其Ca/Si比限制在1.31-1.35。作为第一步,通过一系列使用刚玉作为内标的X射线衍射测量评估了通过结构模型对C-(A)-S-H的直接定量。其次,将经过验证的结构模型应用于评估在457、466和473 K(分别为1.1、1.35和1.55 MPa)下的X射线衍射实验。最后,对工业生产的蒸压加气混凝土进行了定量研究,确定在Ca/Si比<1.0时C-(A)-S-H含量为20-30 wt%。总体而言,所开发的结构模型推动了波特兰水泥混凝土及相关材料(包括蒸压加气混凝土)的研究,并且超晶胞方法可能普遍适用于其他纳米晶材料。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e1ee/8805164/022d42f14a52/j-55-00133-fig8.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e1ee/8805164/ab2abf2a47f6/j-55-00133-fig1.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e1ee/8805164/23f122b370a7/j-55-00133-fig2.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e1ee/8805164/be7fc3854e32/j-55-00133-fig3.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e1ee/8805164/d1559a19575e/j-55-00133-fig4.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e1ee/8805164/a537ce345393/j-55-00133-fig5.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e1ee/8805164/8a375841babe/j-55-00133-fig6.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e1ee/8805164/80de858b0a30/j-55-00133-fig7.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e1ee/8805164/022d42f14a52/j-55-00133-fig8.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e1ee/8805164/ab2abf2a47f6/j-55-00133-fig1.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e1ee/8805164/23f122b370a7/j-55-00133-fig2.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e1ee/8805164/be7fc3854e32/j-55-00133-fig3.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e1ee/8805164/d1559a19575e/j-55-00133-fig4.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e1ee/8805164/a537ce345393/j-55-00133-fig5.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e1ee/8805164/8a375841babe/j-55-00133-fig6.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e1ee/8805164/80de858b0a30/j-55-00133-fig7.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e1ee/8805164/022d42f14a52/j-55-00133-fig8.jpg

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