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煅烧黏土作为结构混凝土中的混凝土添加剂:工作性、力学性能、耐久性和可持续性表现

Calcined Clays as Concrete Additive in Structural Concrete: Workability, Mechanical Properties, Durability, and Sustainability Performance.

作者信息

Strybny Bastian, Schack Tobias, Link Julian, Haist Michael

机构信息

Institute of Building Materials Science, Leibniz Unviversity Hannover, 30167 Hannover, Germany.

出版信息

Materials (Basel). 2024 Sep 14;17(18):4517. doi: 10.3390/ma17184517.

DOI:10.3390/ma17184517
PMID:39336258
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC11433035/
Abstract

Calcined clays (CCs) as supplementary cementitious materials (SCMs) can be a promising option to reduce clinker content and CO emissions in eco-friendly concretes. Although CCs as components of composite cements in combination with Ordinary Portland Cement (OPC) and limestone powder (LSP) have attracted industry interest, their use as concrete additives is limited. This study investigates the effects of the addition of CCs on the fresh and hardened properties of industry-standard ready-mixed concretes. Four concrete mix designs, each with three superplasticizer dosages, were tested, resulting in 12 variations. The CCs used, which are typical of 2:1 bentonite clays with low metakaolin content, reflect the clays available in Germany. The results showed that CCs significantly influenced the workability, which could be controlled with a high superplasticizer dosage. Increased CC contents reduced bleeding tendencies, which was beneficial for certain structural applications. Early age strength decreased with CCs, but the 28-day strength exceeded that of pure OPC concretes up to 30 wt% CCs. Resistance to CO-induced carbonation decreased with higher levels of CCs but was comparable up to 15 wt%. Freeze-thaw damage decreased, and chloride migration resistance improved due to a denser microstructure. The global warming potential (GWP) of the concretes tested is in line with that reported in the literature for concretes made from highly blended cements, suggesting that CCs can improve the sustainability of concrete production.

摘要

煅烧粘土(CCs)作为辅助胶凝材料(SCMs),对于减少生态友好型混凝土中的熟料含量和二氧化碳排放而言,可能是一个很有前景的选择。尽管CCs作为复合水泥的成分与普通硅酸盐水泥(OPC)和石灰石粉(LSP)结合已引起行业关注,但其作为混凝土添加剂的应用却很有限。本研究调查了添加CCs对行业标准预拌混凝土的新拌性能和硬化性能的影响。测试了四种混凝土配合比设计,每种设计有三种减水剂用量,共得到12种变体。所使用的CCs是典型的低偏高岭土含量的2:1膨润土,反映了德国现有的粘土情况。结果表明,CCs对工作性有显著影响,可通过高剂量减水剂进行控制。CC含量增加可降低泌水倾向,这对某些结构应用是有益的。早期强度随CCs的加入而降低,但28天强度在CCs含量高达30 wt%时超过了纯OPC混凝土。随着CCs含量的增加,抗二氧化碳碳化性能下降,但在15 wt%以内相当。冻融损伤减少,由于微观结构更致密,抗氯离子迁移性能得到改善。所测试混凝土的全球变暖潜能值(GWP)与文献中报道的由高掺合水泥制成的混凝土的GWP一致,这表明CCs可以提高混凝土生产的可持续性。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b55/11433035/aa0057805df2/materials-17-04517-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b55/11433035/dda1d4bcdb6c/materials-17-04517-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b55/11433035/84cf9a42989c/materials-17-04517-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b55/11433035/d000f588543f/materials-17-04517-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b55/11433035/8b61fd8e39af/materials-17-04517-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b55/11433035/62c1cbb443b3/materials-17-04517-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b55/11433035/65deddb8ec63/materials-17-04517-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b55/11433035/73784efbea3e/materials-17-04517-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b55/11433035/aa0057805df2/materials-17-04517-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b55/11433035/dda1d4bcdb6c/materials-17-04517-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b55/11433035/84cf9a42989c/materials-17-04517-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b55/11433035/d000f588543f/materials-17-04517-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b55/11433035/8b61fd8e39af/materials-17-04517-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b55/11433035/62c1cbb443b3/materials-17-04517-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b55/11433035/65deddb8ec63/materials-17-04517-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b55/11433035/73784efbea3e/materials-17-04517-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b55/11433035/aa0057805df2/materials-17-04517-g008.jpg

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本文引用的文献

1
Characterization data of reference materials used for phase II of the priority program DFG SPP 2005 "Opus Fluidum Futurum - Rheology of reactive, multiscale, multiphase construction materials".德国研究基金会优先项目DFG SPP 2005“未来流体——反应性、多尺度、多相建筑材料的流变学”第二阶段所使用参考材料的表征数据。
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