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硝酸锂和偏高岭土对集料与碱反应的综合影响

Combined Influence of Lithium Nitrate and Metakaolin on the Reaction of Aggregate with Alkalis.

作者信息

Zapała-Sławeta Justyna

机构信息

Faculty of Civil Engineering and Architecture, Kielce University of Technology, Aleja Tysiąclecia Państwa Polskiego 7, 25-314 Kielce, Poland.

出版信息

Materials (Basel). 2022 Dec 30;16(1):382. doi: 10.3390/ma16010382.

Abstract

The best known and effective methods for the reduction of the negative effects of an alkali-silica reaction in concrete include the application of mineral additives with an increased aluminium content and reduced share of calcium, as well as chemical admixtures in the form of lithium compounds. Because both aluminium and lithium ions increase the stability of reactive silica in the system with alkalis, it is possible to presume that the application of both corrosion inhibitors together will provide a synergistic effect in the ASR limitation. The paper presents the results of studies on the influence of combined application of metakaolin and lithium nitrate on the course of corrosion caused by the reaction of opal aggregate with alkalis. The potential synergistic effect was studied for the recommended amount of lithium nitrate, i.e., the Li/(Na + K) = 0.74 molar ratio and 5%, 10%, 15%, and 20% of cement mass replacements with metakaolin. The effectiveness of the applied solution was studied by measurements of mortars expansion in an accelerated test, by microstructure observations, and by determination of the ASR gels composition by means of SEM-EDS. The influence of metakaolin and the chemical admixture on the compressive and flexural strengths of mortars after 28 and 90 days of hardening were also analysed. The results of the studies revealed a synergistic effect for mixtures containing metakaolin at 15% and 20% cement replacement and lithium nitrate admixture in alkali-silica reaction expansion tests. It was found that corrosion processes in mortars with 5 and 10% levels of metakaolin became more severe after adding a lithium admixture to mortars with metakaolin only. The obtained results were confirmed by observations of the mortars' microstructures. There was no synergistic impact of lithium nitrate and metakaolin on compressive strength characteristics. The compressive strength of mortars containing a combination of metakaolin and lithium nitrate decreased both after 28 and after 90 days, compared to mortars with metakaolin alone.

摘要

减轻混凝土中碱-硅反应负面影响最知名且有效的方法包括使用铝含量增加、钙含量降低的矿物添加剂,以及锂化合物形式的化学外加剂。由于铝离子和锂离子都会提高反应性二氧化硅在碱体系中的稳定性,因此可以推测,同时使用这两种缓蚀剂在限制碱-硅反应方面会产生协同效应。本文介绍了偏高岭土和硝酸锂联合应用对蛋白石骨料与碱反应所引起的腐蚀过程影响的研究结果。针对推荐用量的硝酸锂,即Li/(Na + K) = 0.74摩尔比以及用偏高岭土替代5%、10%、15%和20%水泥质量的情况,研究了潜在的协同效应。通过在加速试验中测量砂浆膨胀、微观结构观察以及借助扫描电子显微镜-能谱仪(SEM-EDS)测定碱-硅反应凝胶成分,研究了所应用溶液的有效性。还分析了偏高岭土和化学外加剂对硬化28天和90天后砂浆抗压强度和抗折强度的影响。研究结果表明,在碱-硅反应膨胀试验中,对于用15%和20%偏高岭土替代水泥且含有硝酸锂外加剂的混合物存在协同效应。研究发现,仅含有偏高岭土的砂浆中添加锂外加剂后,偏高岭土含量为5%和10%的砂浆中的腐蚀过程变得更加严重。通过观察砂浆的微观结构证实了所得结果。硝酸锂和偏高岭土对抗压强度特性没有协同影响。与仅含有偏高岭土的砂浆相比,含有偏高岭土和硝酸锂组合的砂浆在28天和90天后的抗压强度均有所降低。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5019/9822077/6fad8a29e1d8/materials-16-00382-g001.jpg

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