硅酸盐铝基轻质细骨料对碱活性矿渣砂浆的抑制作用

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Chen Liu , Zhenming Li , Guang Ye
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引用次数: 0

摘要

对于碱活性材料(AAMs)来说,风化是一个重要的美学和结构问题。本研究首次在总体水平上解决了这一问题。结果表明,用硅铝基轻质细骨料(LWFA)代替砂,其体积分别减少20%和50%,碱活性渣(AAS)砂浆的光效分别降低14.6%和43%。从凝胶、孔隙溶液和微观结构三个方面提出了低水氧化的减缓机理。具体来说,LWFA的火山灰反应为凝胶提供了额外的Si和Al,这有助于在孔溶液中结合Na+,从而减少了形成花的可用Na。结合其内部固化作用,LWFA使周围膏体致密,阻碍了离子和水的运输,从而限制了开花产物的形成。此外,LWFA的掺入提高了砂浆的抗折强度,而不会显著降低抗压强度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Mitigating the efflorescence of alkali-activated slag mortars by aluminosilicate-based lightweight fine aggregate
Efflorescence is a significant aesthetic and structural issue for alkali-activated materials (AAMs). This study addressed this issue at the aggregate level for the first time. The results indicated that substituting sand with aluminosilicate-based lightweight fine aggregate (LWFA) by 20 % or 50 % in volume reduced the efflorescence of alkali-activated slag (AAS) mortars by 14.6 % or 43 %, respectively. The mitigation mechanisms of LWFA were proposed in terms of gels, pore solution and microstructure. Specifically, the pozzolanic reaction of LWFA provided gels with additional Si and Al, which contributed to binding Na+ in the pore solution, thereby reducing the available Na for efflorescence formation. Combined with its internal curing effect, LWFA densified the surrounding pastes, which hindered the transport of ions and water, thus limiting the formation of efflorescence products. Furthermore, the incorporation of LWFA enhanced the flexural strength of mortars without significantly compromising compressive strength.
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来源期刊
Cement and Concrete Research
Cement and Concrete Research 工程技术-材料科学:综合
CiteScore
20.90
自引率
12.30%
发文量
318
审稿时长
53 days
期刊介绍: Cement and Concrete Research is dedicated to publishing top-notch research on the materials science and engineering of cement, cement composites, mortars, concrete, and related materials incorporating cement or other mineral binders. The journal prioritizes reporting significant findings in research on the properties and performance of cementitious materials. It also covers novel experimental techniques, the latest analytical and modeling methods, examination and diagnosis of actual cement and concrete structures, and the exploration of potential improvements in materials.
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