硅酸钙碳酸化后水化过程中硅胶的演化及其对碳酸化基质机械强度的影响

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Zhipeng Zhang , Shuai Nie , Zhichao Liu , Fazhou Wang , Shuguang Hu , Barbara Lothenbach
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引用次数: 0

摘要

碱性工业废弃物作为建筑产品的加速碳酸化已引起越来越多的关注,但对这些建筑产品中未反应硅酸钙的碳酸化后水化研究还很有限。研究了硅酸钙碳酸化后水化过程中硅胶的演化及其对机械强度的影响。结果表明:γ-C2S压实体的抗压强度在碳化后水化28 d后基本保持不变,而β-C2S压实体的抗压强度急剧下降。这是由于硅胶溶入高pH值的孔隙溶液中,在碳化基体中形成裂纹所致。对于C3S来说,C-S-H的逐渐积累导致其抗压强度持续增加。这些研究结果为碳酸化工业固体废物制成的户外暴露建筑产品的机械强度演变机制提供了见解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Evolution of silica gel during post‑carbonation hydration of calcium silicates and its effect on mechanical strength of carbonated matrix
Accelerated carbonation of the alkaline industrial wastes as building products has attracted increasing attentions, but the studies on post‑carbonation hydration of the unreacted calcium silicate in these building products remain limited. This study investigates the evolution of silica gel during post‑carbonation hydration of calcium silicates and its effect on mechanical strength. The results indicate that the compressive strength of γ-C2S compacts remains unchanged after 28 d of post‑carbonation hydration whereas that of β-C2S compacts display a rapid decrease in strength. This is attributed to the dissolution of silica gel into the pore solution with high pH value and the formation of cracks in the carbonated matrix. For C3S, the gradual accumulation of C-S-H leads to a continuous increase in compressive strength. These findings provide insights into the mechanism of mechanical strength evolution in outdoor exposed building products made from carbonated industrial solid wastes.
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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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