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硅酸盐通报 ›› 2024, Vol. 43 ›› Issue (6): 2168-2175.

• 资源综合利用 • 上一篇    下一篇

废玻璃粉-偏高岭土地质聚合物胶砂的流动度和力学性能

彭丽娟1, 柯国军1,2, 宋百姓1,2, 蒋恬1, 王文青1   

  1. 1.南华大学土木工程学院,衡阳 421001;
    2.中国核建高性能混凝土实验室,衡阳 421001
  • 收稿日期:2023-11-20 修订日期:2024-01-13 出版日期:2024-06-15 发布日期:2024-06-18
  • 通信作者: 柯国军,教授。E-mail:1132980799@qq.com
  • 作者简介:彭丽娟(1999—),女,硕士研究生。主要从事高性能混凝土及固体废渣利用的研究。E-mail:2695464461@qq.com
  • 基金资助:
    湖南省自然科学基金衡阳联合项目(2019JJ60003)

Fluidity and Mechanical Properties of Waste Glass Powder-Metakaolin Geopolymer Mortar

PENG Lijuan1, KE Guojun1,2, SONG Baixing1,2, JIANG Tian1, WANG Wenqing1   

  1. 1. School of Civil Engineering, University of South China, Hengyang 421001, China;
    2. China Nuclear Construction Key Laboratory of High Performance Concrete, Hengyang 421001, China
  • Received:2023-11-20 Revised:2024-01-13 Online:2024-06-15 Published:2024-06-18

摘要: 本文以废玻璃粉和偏高岭土为原料,通过碱激发制备地质聚合物胶砂,研究了不同水玻璃模数碱激发剂和液固比对废玻璃粉-偏高岭土地质聚合物胶砂流动度和力学性能的影响,并通过X射线衍射(XRD)、傅里叶变换红外光谱(FTIR)、热重-差示扫描热(TG-DSC)、压汞法(MIP)及扫描电子显微镜(SEM)分析了地质聚合物胶砂的晶体结构、热化学性质、孔隙结构及微观形貌等。结果表明,水玻璃模数和液固比对地质聚合物胶砂流动度和力学性能有较明显的影响。随着水玻璃模数的增大,地质聚合物胶砂的流动度和强度先增加后减少,水玻璃模数为1.25时激发剂对材料的激发效果最佳,提高了地质聚合物的反应程度,生成了更多水化产物,优化了基体的孔隙结构,28 d抗压强度达到43.0 MPa;液固比的增大改善了地质聚合物胶砂的流动度,但降低了抗压强度,对孔隙结构产生了负面作用;XRD、FTIR及TG-DSC结果显示地质聚合物中废玻璃参与了水化反应,提供了Ca2+,促进了水化硅酸钙(C-S-H)和水化硅铝酸钙(C-A-S-H)凝胶的生成。

关键词: 地质聚合物, 废玻璃粉, 偏高岭土, 碱激发, 流动度, 力学性能

Abstract: Waste glass powder and metakaolin were used to prepare geopolymer mortar. The effects of alkali activator with different sodium silicate modulus and liquid-solid ratios on the fluidity and mechanical properties of the waste glass powder-metakaolin geopolymer mortar were investigated, and the crystal structure, thermochemistry, pore structure, and micromorphology of the geopolymer mortar were analyzed by X-ray diffraction (XRD), Fourier transform infrared spectroscopy (FTIR), thermogravimetric-differential scanning thermal (TG-DSC), mercury in piezoelectricity (MIP), and scanning electron microscopy (SEM). The results show that the sodium silicate modulus and liquid-solid ratio have more obvious effects on the fluidity and mechanical properties of the geopolymer mortar. With the increase of sodium silicate modulus, the fluidity and strength of geopolymer mortar increase first and then decrease. When the sodium silicate modulus is 1.25, the alkali activator has the best excitation effect on the material, which increases the degree of reaction of the geopolymer, generates more hydration products, optimizes the pore structure of the matrix, and the compressive strength of 28 d reaches 43.0 MPa. The increase of liquid-solid ratio improves the fluidity of the geopolymer mortar, but decreases the compressive strength and has a negative effect on the pore structure. Moreover, the XRD, FTIR and TG-DSC results show that the waste glass in the geopolymer participates in the hydration reaction, provides Ca2+, and promotes the generation of C-S-H and C-A-S-H gels.

Key words: geopolymer, waste glass powder, metakaolin, alkali-activation, fluidity, mechanical property

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