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玻璃砂超高性能水泥基复合材料的制备及性能

张亚芳 曾科 包嗣海 段莉斌 张维健

深圳大学学报(理工版)2024,Vol.41Issue(1):66-73,8.
深圳大学学报(理工版)2024,Vol.41Issue(1):66-73,8.DOI:10.3724/SP.J.1249.2024.01066

玻璃砂超高性能水泥基复合材料的制备及性能

Preparation and properties of glass sand ultra-high performance cementitious composites

张亚芳 1曾科 1包嗣海 1段莉斌 1张维健1

作者信息

  • 1. 广州大学土木工程学院,广东广州 510006
  • 折叠

摘要

Abstract

To achieve sustainability and environmental protection capability of ultra-high-performance cementitious composite(UHPCC),glass sand(GS)was used to replace river sand in UHPCC to produce glass sand ultra-high-performance cementitious composite(GS-UHPCC).The effects of different glass sand substitution rates and particle sizes on the compressive and bending properties of GS-UHPCC were investigated through mechanical property tests,the bending toughness and energy absorption capacity were quantitatively characterized as well.In addition,the X-ray diffraction and scanning electron microscopy methods were used to analyze the toughening mechanism of the glass sand.The results show that replacing river sand with glass sand with an average particle size of 0.27 mm is the most effective at a substitution rate of 40%.After substitution,the compressive strength of GS-UHPCC increased by 17.0%,and the flexural strength increased by 14.8%compared to the unaltered mixture after 28 days of curing.The energy absorption capacity was optimal,and the microstructure was dense,and the hydration reaction was almost complete.The optimal glass sand substitution rate and particle size obtained in this study can provide feasible support for the application of GS-UHPCC.

关键词

混凝土/超高性能水泥基复合材料/玻璃砂/力学性能/水化反应/火山灰效应/能量吸收能力

Key words

concrete/ultra-high performance cementitious composite/glass sand/mechanical properties/hydration reaction/pozzolanic effect/energy absorption capacity

分类

建筑与水利

引用本文复制引用

张亚芳,曾科,包嗣海,段莉斌,张维健..玻璃砂超高性能水泥基复合材料的制备及性能[J].深圳大学学报(理工版),2024,41(1):66-73,8.

基金项目

National Natural Science Foundation of China(52278250) 国家自然科学基金资助项目(52278250) (52278250)

深圳大学学报(理工版)

OA北大核心CSTPCD

1000-2618

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