混凝土2024,Issue(12) :84-88.DOI:10.3969/j.issn.1002-3550.2024.12.016

再生玻璃纤维增强混凝土抗冻性能研究

Research on frost resistance of recycled glass fiber reinforced concrete

杨晓凤 唐帅 彭龙贵 黄久双 何毓刚 李伟
混凝土2024,Issue(12) :84-88.DOI:10.3969/j.issn.1002-3550.2024.12.016

再生玻璃纤维增强混凝土抗冻性能研究

Research on frost resistance of recycled glass fiber reinforced concrete

杨晓凤 1唐帅 1彭龙贵 2黄久双 1何毓刚 2李伟3
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作者信息

  • 1. 西安建筑科技大学材料科学与工程学院,陕西西安 710055
  • 2. 西安科技大学材料科学与工程学院,陕西西安 710054
  • 3. 陕西龙宾立为生态科技有限公司,陕西西安 725029
  • 折叠

摘要

主要研究了再生玻璃纤维对改善混凝土力学性能以及抗冻性能方面的作用.结果表明:掺入纤维能够明显提高混凝土的力学性能,其中纤维掺量从4~12 kg/m3的区间,抗压强度增长速率最快,同比增幅分别为15.9%和24.8%.经过200次冻融循环后,普通试件动弹性模量降至34.9%,已达到冻融破坏规范;而掺入纤维的试件,在300次冻融循环后,动弹性模量分别为62.0%、70.9%、96.3%、96.5%、96.8%,抗冻等级均达到F300.通过扫描电镜分析探讨纤维增强效果的机理发现再生玻璃纤维增强了骨料表面结构和界面结合状态,改善了混凝土的孔结构特征,相较于C30普通混凝土,再生玻璃纤维混凝土力学性能、抗冻融性都得到显著增强.

Abstract

It mainly studies the effect of recycled glass fiber on improving the mechanical properties and frost resistance of concrete.The results show that the addition of fiber can significantly improve the mechanical properties of concrete.When the fiber content ranges from 4 kg/m3 to 12 kg/m3,the compressive strength increases the fastest,with an increase rate of 15.9%and 24.8%,respectively.After 200 freeze-thaw cycles,the dynamic elastic modulus of common C30 specimen decreased to 34.9%,which reached the freeze-thaw failure standard.After 300 freeze-thaw cycles,the dynamic elastic modulus of the specimens with fiber were 62.0%,70.9%,96.3%,96.5%and 96.8%,respectively,and the freeze resistance grade reached F300.By scanning electron microscope analysis,the mechanism of fiber reinforcement effect was discussed.It was found that recycled glass fiber enhanced the surface structure and interface bonding state of aggregate,and improved the pore structure characteristics of concrete.Compared with C30 ordinary concrete,the mechanical properties and freeze-thaw resistance of recycled glass fiber concrete were significantly enhanced.

关键词

再生玻璃纤维/抗压强度/微观形貌/混凝土抗冻性能

Key words

recycled glass fiber/compressive strength/microstructure/freezing resistance of concrete

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出版年

2024
混凝土
中国建筑东北设计研究院有限公司

混凝土

CSTPCD北大核心
影响因子:0.844
ISSN:1002-3550
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