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用促凝剂改性的CEM II/B-S水泥浆体的微观结构

Microstructure of CEM II/B-S Pastes Modified with Set Accelerating Admixtures.

作者信息

Pizoń Jan, Łaźniewska-Piekarczyk Beata

机构信息

Faculty of Civil Engineering, Silesian University of Technology, 44-100 Gliwice, Poland.

出版信息

Materials (Basel). 2021 Oct 22;14(21):6300. doi: 10.3390/ma14216300.

Abstract

The presented paper aims to describe the influence of accelerating admixtures on the properties and microstructure of cement pastes and mortars. Blended slag cement CEM II/B-S containing two different clinkers (differing amounts of siliceous and aluminous phases) and four types of accelerators (calcium nitrate, sodium hydroxide, cement kiln dust, and crystal seeds) were used in research. Compressive strength tests (after 12, 24, 48 h of curing), Scanning Electron Microscope (SEM) observations together with an Energy Dispersive Spectroscopy (EDS) analysis, Mercury Intrusion Porosimetry (MIP) tests, and X-ray diffraction (XRD) analysis were conducted. Results have shown that SEM and EDS examination of the microstructure of cement pastes modified with accelerating admixtures at the observed points did not reveal differences that would be sufficient to explain the changes in compressive strength. Still, the increase in amorphous phase content indicates a faster hydration reaction rate for all pastes modified with accelerating admixture. It is backed up also by lower non-hydrated compounds content. All admixtures accelerate the hydration reaction of calcium silicate phases of cement, but only NaOH and cement kiln dust (CKD) influence the aluminate phase reaction rate. The pore volume is independent of the clinker type, while the pore size distribution is not.

摘要

本文旨在描述早强剂对水泥浆体和砂浆性能及微观结构的影响。研究中使用了含有两种不同熟料(硅质和铝质相含量不同)的混合矿渣水泥CEM II/B-S以及四种类型的早强剂(硝酸钙、氢氧化钠、水泥窑灰和晶种)。进行了抗压强度试验(养护12、24、48小时后)、扫描电子显微镜(SEM)观察以及能谱(EDS)分析、压汞法(MIP)试验和X射线衍射(XRD)分析。结果表明,在观察点对用早强剂改性的水泥浆体微观结构进行的SEM和EDS检查未发现足以解释抗压强度变化的差异。然而,非晶相含量的增加表明所有用早强剂改性的浆体水化反应速率更快。这也得到了较低未水化化合物含量的支持。所有早强剂都加速了水泥硅酸钙相的水化反应,但只有NaOH和水泥窑灰(CKD)影响铝酸盐相的反应速率。孔隙体积与熟料类型无关,而孔径分布则不然。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/0781/8585294/c4dfe37c3c6d/materials-14-06300-g0A1.jpg

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