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硅酸盐通报 ›› 2022, Vol. 41 ›› Issue (9): 3208-3218.

• 资源综合利用 • 上一篇    下一篇

废玻璃粉作为辅助胶凝材料对砂浆性能影响及作用机理

李方1,2,3, 杨健1,2,3, 李粒珲1,2,3   

  1. 1.上海交通大学船舶海洋与建筑工程学院,上海 200240;
    2.上海交通大学海洋工程国家重点实验室,上海 200240;
    3.上海市公共建筑和基础设施数字化运维重点实验室,上海 200240
  • 收稿日期:2022-04-25 修回日期:2022-06-20 出版日期:2022-09-15 发布日期:2022-09-27
  • 通讯作者: 杨 健,博士,教授。E-mail:j.yang.1@sjtu.edu.cn
  • 作者简介:李 方(1998—),女,硕士研究生。主要从事再生玻璃混凝土的研究。E-mail:lifangaaa@sjtu.edu.cn
  • 基金资助:
    上海市科技创新项目(20dz1201301,21DZ1204704)

Effect and Mechanism of Waste Glass Powder as Supplementary Cementitious Material on Mortar Properties

LI Fang1,2,3, YANG Jian1,2,3, LI Lihui1,2,3   

  1. 1. School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China;
    2. State Key Laboratory of Ocean Engineering, Shanghai Jiao Tong University, Shanghai 200240, China;
    3. Shanghai Key Laboratory for Digital Maintenance of Buildings and Infrastructure, Shanghai 200240, China
  • Received:2022-04-25 Revised:2022-06-20 Online:2022-09-15 Published:2022-09-27

摘要: 作为辅助胶凝材料掺入混凝土是废弃玻璃回收利用的途径之一。研究废玻璃粉掺料对砂浆性能影响及作用机理,结果可为该类应用提供指导。本文研究0~0.075 mm、0.075~0.15 mm和0.15~0.3 mm这三组不同粒径废玻璃粉作为辅助胶凝材料对砂浆力学性能及碱硅酸反应(ASR)膨胀作用的影响。研究发现:掺入玻璃粉粒径为0~0.075 mm可将砂浆28 d抗压强度增加5%~15%,ASR膨胀率减小20.2%;掺入玻璃粉粒径为0.15~0.3 mm则使砂浆28 d抗压强度降低5%~8%,ASR膨胀率增加39.7%。采用热重分析、等离子电感耦合、扫描电镜及能谱分析试验对反应产物、孔溶液、微观结构及其元素分布进行检测。分析认为粒径粗的玻璃粉碱骨料活性强,易发生ASR,导致膨胀率增加;粒径细的火山灰活性强,发生火山灰反应生成了膨胀率低的低钙硅比水化硅酸钙凝胶,该产物不仅会吸收Na+、K+,从而减少用于发生ASR的反应物含量,而且更密实,有利于降低孔隙率,减少水的渗透,提高抗压强度并抵抗膨胀压。

关键词: 废玻璃, 火山灰反应, 碱硅酸反应, 辅助胶凝材料, 资源再利用

Abstract: Incorporating waste glass powder (WGP) into concrete as supplementary cementitious materials (SCMs) offers a potential method for recycling glass. To facilitate the effective application, it is necessary to research the effect and mechanism of waste glass on mortar properties. In this paper, the effect of WGP with different particle sizes of 0~0.075 mm, 0.075~0.15 mm and 0.15~0.3 mm as SCMs on the mechanical properties of mortar and expansion of alkali-silica reaction (ASR) was studied. The results show that the 28 d compressive strength of mortar increases by 5%~15% and ASR expansion rate decreases by 20.2% when the size of WGP is 0~0.075 mm. The 28 d compressive strength of mortar decreases by 5%~8% and the ASR expansion rate increases by 39.7% when the size of WGP is 0.15~0.3 mm. To further explore the mechanism of performance change, thermogravimetric analysis, inductively coupled plasma and electron microscope and energy dispersive spectrometer were used to examine the resulting products, pore solution, microstructure and composition. The alkali aggregate activity of coarse WGP is strong, easy to ASR, resulting in ASR expansion rate increased. The pozzolanic reactivity of fine WGP is strong, the pozzolanic reaction produces calcium silicate hydrate gel with a low Ca/Si ratio and a low expansion rate. The product absorbs Na+ and K+, reducing the number of reactants needed for ASR, and the resulting mortar is denser than the plain mortar, which is beneficial for reducing porosity, reducing water infiltration, and resisting expansion pressure.

Key words: waste glass, pozzolanic reaction, alkali-silica reaction, supplementary cementitious material, recycling resource

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