Effects of low-lime calcium silicate cement addition on the hydration, carbonation, and microstructural characteristics of OPC pastes by carbonation curing

IF 6.7 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Jemal Kedir Adem , Joonho Seo , Solmoi Park , G.M. Kim
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Abstract

Low-lime calcium silicate cement (CSC) is a promising alternative binder characterized by its non-hydraulic properties and low-lime content, requiring a carbon dioxide-enriched environment for effective curing. In the current study, CSC powder was blended into ordinary Portland cement (OPC) pastes to investigate its impact on phase evolution, microstructural pore characteristics, and strength development. The amount of CSC added to the OPC pastes varied from 0 % to 50 % by weight. For carbonation curing, the concentration of gaseous carbon dioxide was fixed at 20 %. Phase evolution, hydration reactions, carbonation reactions, microstructural pore characteristics, and strength development were analyzed using X-ray powder diffraction (XRD), thermogravimetric analysis (TGA), mercury intrusion porosimetry (MIP), scanning electron microscopy (SEM), compressive strength testing, and thermodynamic modelling. The analysis indicated an increase in the amount of calcium carbonate due to the consumption of portlandite, calcium-silicate-hydrate (C-S-H), and ettringite under carbonation curing conditions. The reaction of low-lime CSC was observed between one and three days of curing, resulting in a significant increase in calcium carbonate formation. The OPC paste containing 50 % CSC powder demonstrated the highest compressive strength of 45.6 MPa, representing a 75 % increase compared to the pure OPC paste, which achieved a compressive strength of 26.0 MPa after seven days of carbonation curing.

Abstract Image

低钙硅酸钙水泥掺量对碳化养护OPC膏体水化、碳化及微观结构特性的影响
低石灰硅酸钙水泥(CSC)是一种很有前途的替代粘合剂,其特点是具有非水力性能和低石灰含量,需要富含二氧化碳的环境才能有效养护。本研究将CSC粉掺入普通硅酸盐水泥(OPC)膏体中,研究其对相演化、微观结构孔隙特征和强度发展的影响。添加到OPC膏体中的CSC的量按重量从0%到50%不等。碳化固化时,气体二氧化碳的浓度固定在20%。采用x射线粉末衍射(XRD)、热重分析(TGA)、压汞孔隙测量(MIP)、扫描电镜(SEM)、抗压强度测试和热力学模型分析了相演化、水化反应、碳化反应、微观结构孔隙特征和强度发展。分析表明,在碳化固化条件下,碳酸钙的数量增加是由于波特兰石、水合硅酸钙(C-S-H)和钙矾石的消耗。低石灰CSC在养护1 - 3天之间发生反应,导致碳酸钙形成显著增加。含50% CSC粉的OPC膏体抗压强度最高,达到45.6 MPa,比纯OPC膏体抗压强度提高75%,纯OPC膏体经7天碳化养护后抗压强度达到26.0 MPa。
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来源期刊
Journal of building engineering
Journal of building engineering Engineering-Civil and Structural Engineering
CiteScore
10.00
自引率
12.50%
发文量
1901
审稿时长
35 days
期刊介绍: The Journal of Building Engineering is an interdisciplinary journal that covers all aspects of science and technology concerned with the whole life cycle of the built environment; from the design phase through to construction, operation, performance, maintenance and its deterioration.
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