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首页> 外文期刊>Journal of materials in civil engineering >Synthesis and Reaction Mechanism of an Alkali-Activated Metakaolin-Slag Composite System at Room Temperature
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Synthesis and Reaction Mechanism of an Alkali-Activated Metakaolin-Slag Composite System at Room Temperature

机译:室温下碱活化偏高岭土-矿渣复合体系的合成及反应机理

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摘要

Synthesis of geopolymer using metakaolin (MK) usually requires a relatively high curing temperature, which limits the application of MK-based geopolymers in the practice of civil engineering. With the goal of developing a cementitious composite that can be cured at room temperature, in the present study, ground granulated blast furnace slag powder was incorporated into MK for the synthesis of a geopolymer. With the aid of compressive strength tests, X-ray diffraction (XRD), Fourier transform infrared (FTIR) spectroscopy, and scanning electron microscopy (SEM), the influence of slag's impact on the consistency, gelling time, and mechanical properties of the gelling system, as well as the reaction mechanism of the composite system, were investigated. The results showed that the incorporation of slag into MK improved the consistency of the slurry and shortened the setting time. A high-strength paste was synthesized successfully using the MK-slag composite system under ambient temperature curing. Results of XRD and FTIR analyses indicated that MK geopolymerization and slag hydration occurred simultaneously in the MK-slag composite system via alkali activation. The structure of hardened paste consists of both C-S-H-type and N-A-S-H-type gels. The activator module and the MK/slag mass ratio were the main factors affecting the strength of the synthesized products: when the slag replacement ratio was no more than 40%, the strength of the reaction products decreased with an increase of the activator module; when the slag replacement ratio reached or exceeded 60%, the strength of the reaction products increased with the increasing activator module.
机译:使用偏高岭土(MK)合成地聚合物通常需要相对较高的固化温度,这限制了基于MK的地聚合物在土木工程实践中的应用。为了开发可在室温下固化的胶结复合材料,在本研究中,将磨碎的高炉矿渣粉掺入MK中以合成地质聚合物。借助抗压强度测试,X射线衍射(XRD),傅里叶变换红外(FTIR)光谱和扫描电子显微镜(SEM),矿渣的影响对胶凝剂的稠度,胶凝时间和机械性能的影响研究了该体系,以及复合体系的反应机理。结果表明,将熔渣掺入MK中可提高浆料的稠度并缩短凝结时间。使用MK-炉渣复合体系在环境温度下成功合成了高强度浆料。 XRD和FTIR分析结果表明,MK-矿渣复合系统通过碱活化同时发生MK地聚和矿渣水化。硬化糊的结构由C-S-H型和N-A-S-H型凝胶组成。活化剂组件和MK /炉渣质量比是影响合成产物强度的主要因素:当渣替代率不超过40%时,反应产物的强度随活化剂组件的增加而降低;当炉渣替代率达到或超过60%时,反应产物的强度随活化剂模数的增加而增加。

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