Effect of different amounts of barium substitution for calcium on the hydraulic activity of the high belite binary C2S-C4A3$ system

IF 6.7 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Journal of building engineering Pub Date : 2024-10-10 DOI:10.1016/j.jobe.2024.111000
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Abstract

The substitution of Ba2+ for Ca2+ in both dicalcium silicate (C2S) and ye'elimite (C4A3$) has the potential to stimulate the development of early hydration activity of high belite sulfoaluminate cement (HBSAC). To relieve the emission pressure of CO2 in the cement industry and promote the early compressive strength development of HBSAC, the C2S-C4A3$ binary system with different amounts of Ba2+ substitution for Ca2+ was synthesized and investigated in this study. The SEM-EDS and XRD test methods confirmed the stoichiometric composition of Ba-bearing C2S-C4A3$ binary systems. The results showed that Ba2+ tends to preferentially replace Ca2+ in C4A3$ compared to replacing Ca2+ in C2S, resulting in more substitution amount of Ba2+ in C4A3$ mineral, as the designed substitution amount of barium increased from 25 wt.% to 55 wt.%, the stoichiometric formula of Ba-bearing C2S was transformed from Ca1.66Ba0.34SiO4 to Ca1.45Ba0.55SiO4, and the stoichiometric formula of Ba-bearing C4A3$ was transformed from Ca2.29Ba1.71Al6SO16 to Ca0.86Ba3.14Al6SO16. While excessive amount of barium (more than 45 wt.%) resulted in the increased content of by-products, such as BaSO4 and BaAl2O4, as well as the formation of C3S. The hydration properties of each group of synthetic clinker were investigated, including compressive strength, qualitative and quantitative analyses of the hydration products, leaching solution environment, and micromorphological analysis. The hydration products including C-(A)-S-H and AH3, as well as hydroxide (Ca(OH)2 and Ba(OH)2·8H2O), which can be carbonated to form carbonates (BaCO3 and CaCO3) by CO2 in the air. As the substitution amount of Ba2+ increased from 25 wt. % to 35 wt. %, the hydration degree of Ba-bearing α′L-C2S was promoted in the early stage, and the presence of C3S may affected the increase of early hydration activity of Ba-bearing α′L-C2S, however, the hydration degree of α′L-C2S with the most amount doping of barium in A055 samples exhibited the highest hydration degree of 88.0 % after hydration for 90 days. The compressive strength of high belite C2S-C4A3$ binary system of 3-day displayed a rapid increase from 8.6 MPa to 16.1 MPa, with the amount of barium increased from 25 wt. % to 55 wt. %. The compressive strength of A025 and A035 after hydration for 90 days increased steadily, reaching 35.0 MPa and 34.0 MPa respectively. However, the compressive strength of hydrated A045 and A055 samples for 90 days deteriorated and even cracked seriously for the hydrated A055 sample, which was attributed to the formation of a large amount of Ba(OH)2·8H2O and BaCO3 by excessive barium amount, and leading to the expansion and broken of the matrix. Thus, the designed amount of barium substitution for calcium in the C2S-C4A3$ binary system should be controlled, for a higher content of barium more than 35 wt. % could be damage to the development of the long-term hydration strength of the clinker. These results provided a theoretical basis to make it possible for the large-scale application of activated HBSAC, devoted to the sustainable development of infrastructure.

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不同钡钙替代量对高沸石二元 C2S-C4A3$ 体系水力活性的影响
用 Ba2+ 替代硅酸二钙(C2S)和叶焰石(C4A3$)中的 Ca2+ 有可能促进高沸石硫铝酸盐水泥(HBSAC)早期水化活性的发展。为缓解水泥行业的二氧化碳排放压力,促进 HBSAC 早期抗压强度的发展,本研究合成并研究了不同量 Ba2+ 替代 Ca2+ 的 C2S-C4A3$ 二元体系。SEM-EDS 和 XRD 测试方法证实了含 Ba 的 C2S-C4A3$ 二元体系的化学计量组成。结果表明,与取代 C2S 中的 Ca2+ 相比,Ba2+ 倾向于优先取代 C4A3$ 中的 Ca2+,从而导致 C4A3$ 矿物中 Ba2+ 的取代量增加,随着钡的设计取代量从 25 wt.随着钡的设计替代量从 25 重量%增加到 55 重量%,含钡 C2S 的化学计量式从 Ca1.66Ba0.34SiO4 变为 Ca1.45Ba0.55SiO4,含钡 C4A3$ 的化学计量式从 Ca2.29Ba1.71Al6SO16 变为 Ca0.86Ba3.14Al6SO16。而过量的钡(超过 45 wt.%)会导致 BaSO4 和 BaAl2O4 等副产物含量增加,并形成 C3S。研究了各组合成熟料的水化特性,包括抗压强度、水化产物的定性和定量分析、浸出液环境和微观形态分析。水化产物包括 C-(A)-S-H 和 AH3,以及氢氧化物(Ca(OH)2 和 Ba(OH)2-8H2O),在空气中 CO2 的作用下可碳化形成碳酸盐(BaCO3 和 CaCO3)。随着 Ba2+ 取代量从 25 wt.然而,A055 样品中掺钡最多的 α′L-C2S 在水化 90 天后的水化度最高,达到 88.0%。随着钡的用量从 25 wt. % 增加到 55 wt. %,高沸石 C2S-C4A3$ 二元体系 3 天的抗压强度从 8.6 MPa 迅速增加到 16.1 MPa。水合 90 天后,A025 和 A035 的抗压强度稳步上升,分别达到 35.0 兆帕和 34.0 兆帕。然而,水化 90 天的 A045 和 A055 样品的抗压强度却有所下降,水化 A055 样品甚至出现了严重的裂纹,其原因是过量的钡形成了大量的 Ba(OH)2-8H2O 和 BaCO3,导致基体膨胀和破碎。因此,应控制 C2S-C4A3$ 二元体系中钡替代钙的设计量,因为钡含量超过 35 wt % 会对熟料长期水化强度的发展造成损害。这些结果为活化 HBSAC 的大规模应用提供了理论基础,有助于基础设施的可持续发展。
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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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