玻璃钢/复合材料 ›› 2017, Vol. 0 ›› Issue (10): 17-22.

• 基础研究 • 上一篇    下一篇

异形微型碳纤维复合材料对混凝土力学性能的影响

戴慧平1,陈秋飞1,郭鹏宗1,吴 浩2,周梦超2,李果1,张立成1   

  1. 1.中复神鹰碳纤维有限责任公司,连云港222069;
    2.中国建筑材料科学研究总院,北京100024
  • 收稿日期:2016-10-20 出版日期:2017-10-20 发布日期:2017-10-20
  • 作者简介:戴慧平(1987-),女,硕士,主要从事碳纤维及其复合材料方面的研究,daicv113@163.com。
  • 基金资助:
    中国建筑材料科学研究总院绿色建筑材料国家重点实验室开放基金课题(集束型碳纤维改善混凝土韧性的试验研究)

THE INFLUENCE OF SPECIAL MICRO-CARBON FIBER COMPOSITEMATERIAL ON MECHANICAL PROPERTIES OF CONCRETE

DAI Hui-ping1, CHEN Qiu-fei1, GUO Peng-zong1, WU Hao2   

  1. 1.Zhongfu Shenying Carbon Fiber Co., Ltd., Lianyungang 222069, China;
    2.China Building Marerials Acadermy, Beijing 10002, China
  • Received:2016-10-20 Online:2017-10-20 Published:2017-10-20

摘要: 通过轴心拉伸试验考察了棒状、片状(宽、窄)、波浪形这几种异形微型聚丙烯腈(PAN)基碳纤维复合材料对混凝土力学性能的影响。实验表明:碳纤维复合材料的加入可以有效、较大程度地提高混凝土的抗拉强度、强度和抗折强度。其中,与基准混凝土相比,异形微型碳纤维增强混凝土的抗拉强度最大可提高64%;增强混凝土的标号最大可从C40~C45级增加为C60级;随着复合材料比表面积和的增加,增强混凝土的强度和抗折强度最大可分别提高45.6%和50.6%;此外,在相同尺寸及比表面积下,波浪形碳纤维混凝土比片状碳纤维混凝土更难被折断。以上均证明PAN基碳纤维复合材料对混凝土有较好的增韧作用。   

关键词: 异形微型, 碳纤维, 复合材料, 混凝土, 力学性能

Abstract: This article studies the influence of concrete′s mechanical properties of four kind of special micro-carbon fiber composites under rod, flake(wide and narrow), wave and so on by axis tensile test. Experiments show that the addition of carbon fiber composite materials can be effective and largely improve the tensile strength, strength and flexural strength of concrete. The tensile strength of special micro-carbon fiber composite materials can maximum increase 64% compared with the reference concrete. The grades of reinforced concrete can be increased from C40~C45 to C60; As the increase of the sum of specific surface area of carbon fiber composites, the strength and flexural strength of concrete can both maximum increase 45.6% and 50.6% respectively. Besides, flake carbon fiber concrete is more likely to be broken than wavy under the same size and specific surface area. All of above prove PAN-based carbon fiber composite materials have a better increase of concrete′s toughness.

Key words: special micro, carbon fiber, composite materials, concrete, mechanical properties

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