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硅酸盐通报 ›› 2024, Vol. 43 ›› Issue (10): 3572-3584.

• 水泥混凝土 • 上一篇    下一篇

聚丙烯纤维增强陶粒混凝土基本力学性能试验研究

顾非1, 李琮琦1, 杨滢2, 李晖龙1, 金自然1, 王欣1, 刘虎山3   

  1. 1.扬州大学建筑科学与工程学院,扬州 225127;
    2.无锡地铁建设有限责任公司,无锡 214000;
    3.江苏和天下节能科技股份有限公司,扬州 225127
  • 收稿日期:2024-02-28 修订日期:2024-06-29 出版日期:2024-10-15 发布日期:2024-10-16
  • 通信作者: 李琮琦,博士,副教授。E-mail:licq@yzu.edu.cn
  • 作者简介:顾 非(1999—),男,硕士研究生。主要从事材料及钢结构方面的研究。E-mail:MX120220605@stu.yzu.edu.cn
  • 基金资助:
    住建部科技计划项目(2020-K-114);江苏省产学研合作项目(BY20221408);江苏省研究生科研创新计划项目(KYCX23_3540)

Experimental Study on Basic Mechanical Properties of Polypropylene Fiber-Reinforced Ceramsite Concrete

GU Fei1, LI Congqi1, YANG Ying2, LI Huilong1, JIN Ziran1, WANG Xin1, LIU Hushan3   

  1. 1. College of Architectural Science and Engineering, Yangzhou University, Yangzhou 225127, China;
    2. Wuxi Metro Construction Co., Ltd., Wuxi 214000, China;
    3. Jiangsu Hetianxia Energy Saving Technology Co., Ltd., Yangzhou 225127, China
  • Received:2024-02-28 Revised:2024-06-29 Published:2024-10-15 Online:2024-10-16

摘要: 为改善陶粒混凝土的强度和脆性,本研究将聚丙烯纤维加入陶粒混凝土,共制备了180个聚丙烯纤维增强陶粒混凝土试件,并进行了立方体抗压试验、劈裂抗拉试验、轴心抗压试验和弹性模量试验。结果表明,聚丙烯纤维能有效提升陶粒混凝土的劈裂抗拉强度和拉压比,对抗压强度和弹性模量的影响相对较小。基于试验结果,本研究提出了聚丙烯纤维增强陶粒混凝土的劈裂抗拉强度与立方体抗压强度、轴心抗压强度与立方体抗压强度的换算关系模型以及弹性模量的数值模型。

关键词: 陶粒混凝土, 聚丙烯纤维, 纤维增强, 力学性能, 数值模型, 尺寸效应

Abstract: In order to improve the strength and brittleness of ceramsite concrete, polypropylene fiber was added to ceramsite concrete in this study. A total of 180 polypropylene fiber-reinforced ceramsite concrete specimens were prepared, and cube compressive test, splitting tensile test, axial compressive test and elastic modulus test were carried out. The results show that polypropylene fiber can effectively improve the splitting tensile strength and tension-compression ratio of ceramsite concrete, and has little effect on compressive strength and elastic modulus. Based on the experimental results, the conversion relationship model between splitting tensile strength and cube compressive strength, axial compressive strength and cube compressive strength, and the numerical model of elastic modulus of polypropylene fiber-reinforced ceramsite concrete were proposed.

Key words: ceramsite concrete, polypropylene fiber, fiber reinforcement, mechanical property, numerical modeling, size effect

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