nesquehonite对mgo基水泥水化强度的影响

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Paula Montserrat-Torres, Frank Winnefeld, Barbara Lothenbach
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引用次数: 0

摘要

由氧化镁和碳酸盐(如氢菱镁矿(Mg5(CO3)4(OH)2·4H2O)或镁石(MgCO3移民局3H2O)制备的水合碳酸镁胶结物在硬化过程中具有固碳潜力。本研究研究了MgO/nesquehonite混合物中高达50%的nesquehonite的水化作用。Nesquehonite在MgO和水的存在下具有高活性。用碳酸钙代替50 wt%的氧化镁,在碳酸钙含量较高的情况下,28天后抗压强度显著提高,达到43-44 MPa。然而,nesquehonite延迟早期水化和强度发展。随着碳酸盐添加量的增加,XRD峰位和峰展宽逐渐发生变化,FTIR和TGA证实形成了含水镁石、HCB、凝胶状水和CO2含量变化的含水碳酸盐。这项研究表明,nesquehonite在mgo基水泥中永久储存二氧化碳的潜力很大,因为高达15%的二氧化碳可以在水合固相中被吸收。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Impact of nesquehonite on hydration and strength of MgO-based cements
Hydrated magnesium carbonate cements prepared from MgO and carbonates such as hydromagnesite (Mg5(CO3)4(OH)2·4H2O) or nesquehonite (MgCO3ˑ3H2O) have potential for carbon sequestration during hardening. This study investigates the hydration of MgO/nesquehonite blends with up to 50 wt% of nesquehonite. Nesquehonite is highly reactive in the presence of MgO and water. The replacement of 50 wt% MgO by nesquehonite causes a significant increase of compressive strength at higher nesquehonite contents with up to 43–44 MPa after 28 days. However nesquehonite delays early hydration and strength development. Progressive changes in XRD peak position and peak broadening with increasing amount of carbonate indicate the formation of hydrous carbonate-containing brucite, HCB, with variable content of gel-like water and CO2 as confirmed by FTIR and TGA. This research indicate a high potential of nesquehonite to permanently store CO2 in MgO-based cements, as up to 15 wt% of CO2 can be taken up in the hydrated solid phase.
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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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