环境暴露对IL型硅酸盐水泥的影响

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Rotana Hay, Parham Aghdasi
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引用次数: 0

摘要

本研究考察了一种IL型水泥在自然环境中预水化7、14和21天的物理化学变化。通过量热法、XRF、QXRD、TGA和压缩测试,重点研究了反应动力学、产物形成和强度发展。研究发现,预水化作用将半水相转化为石膏,将主要水泥相和固有硅酸盐部分转化为碳酸盐,减少了C3S和C2S,增加了CaCO3和石膏。随着72 h时铝酸盐峰出现的延迟和积热的减少,水化速度减慢。因此,更多的C3S和C2S保留在早期。钙矾石的形成较少,而非晶态相最初减少,后来又增加。与亚稳CaCO3相关的二次分解峰在预水化样品中变得更加突出。龄期强度随龄期延长而降低,但28天龄期强度随龄期延长而提高。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effects of environmental exposure on Portland cement Type IL
This study investigates the physico-chemical change in a Type IL cement prehydrated in the natural environment for 7, 14, and 21 days. A focus was made on the reaction kinetics, product formation, and strength development using calorimetry, XRF, QXRD, TGA and compressive testing. It was found that prehydration converted hemihydrate to gypsum and partially transformed the principal cement phases and inherent portlandite into carbonates, thus reducing C3S and C2S while increasing CaCO3 and gypsum. Hydration was slowed down with a delay in the appearance of the aluminate peak and reduction in cumulative heat at 72 h. Consequently, more C3S and C2S remained at an early age. Less ettringite was formed while amorphous phases were initially reduced but promoted later on. A secondary decomposition peak linked to metastable CaCO3 became more prominent in the prehydrated samples. The early-age strength was reduced with the exposure time, but the 28-day strength improved due to the continuing hydration.
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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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