绿色科技2024,Vol.26Issue(20) :248-253,266.

废弃混凝土地聚合物改性试验研究

Experimental Study on Modification of Waste Concrete-Based Geopolymer

陈武
绿色科技2024,Vol.26Issue(20) :248-253,266.

废弃混凝土地聚合物改性试验研究

Experimental Study on Modification of Waste Concrete-Based Geopolymer

陈武1
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作者信息

  • 1. 江苏开放大学 建筑工程学院,江苏 南京 210019
  • 折叠

摘要

采用偏高岭土改性废弃混凝土地聚合物,研究NaOH溶液浓度、偏高岭土掺量对废弃混凝土地聚合物无侧限抗压强度的影响及改性机理.采用XRD、SEM/EDS分析地聚合反应产物的矿物成分和微观结构特征.结果表明:增大NaOH溶液浓度、掺入偏高岭土可以明显改善废弃混凝土地聚合物的无侧限抗压强度;偏高岭土具有更高的地聚合反应活性,反应生成更多胶体填充结构中的孔隙,使结构更密实;偏高岭土改性废弃混凝土地聚合物中包含C(A)SH胶体与地聚合物胶体,两者共存,共同促进地聚合物材料强度发展.

Abstract

Metakaolin is used to modify waste concrete-based geopolymer.The effect of NaOH solution concentra-tion and metakaolin content on the unconfined compressive strength of waste concrete-based geopolymer and modification mechanism were studied.The mineral composition and microstructural characteristics of the geopolymeric products were analyzed by XRD and SEM/EDS.The results show that increasing the NaOH solution concentration and metakaolin content all significantly improve the unconfined compressive strength of waste con-crete-based geopolymer.The reactivity of metakaolin is higher than that of waste concrete,and the reaction gener-ates more colloids to fill the pores in the structure,making the structure denser.The metakaolin modified waste concrete-based geopolymer contains C(A)SH gel and geopolymer gel,which coexists and together promotes the strength development of geopolymeric material.

关键词

偏高岭土/废弃混凝土/地聚合物/无侧限抗压强度/微观结构

Key words

metakaolin/waste concrete/geopolymer/unconfined compressive strength/microstructure

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出版年

2024
绿色科技
花木盆景杂志社

绿色科技

影响因子:0.365
ISSN:1674-9944
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