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硅酸盐通报 ›› 2023, Vol. 42 ›› Issue (9): 3286-3294.

• 资源综合利用 • 上一篇    下一篇

废旧钢纤维增强橡胶混凝土力学性能试验研究

彭蔓1,2, 高涌涛1,2, 韩杨2, 陈秀丽2, 寇雄俊2   

  1. 1.成都理工大学地质灾害防治与地质环境保护国家重点实验室,成都 610059;
    2.成都理工大学环境与土木工程学院,成都 610059
  • 收稿日期:2023-05-15 修订日期:2023-07-07 出版日期:2023-09-15 发布日期:2023-09-14
  • 通信作者: 高涌涛,博士,副教授。E-mail:gaoyongtao302@163.com
  • 作者简介:彭 蔓(1996—),女,硕士研究生。主要从事废旧钢纤维混凝土的研究。E-mail:pengman@stu.cdut.edu.cn
  • 基金资助:
    国家自然科学基金面上项目(51208069);地质灾害防治与地质环境保护国家重点实验室开放基金(SKLGP2019K019)

Experimental Study on Mechanical Properties of Scrap Steel Fiber Reinforced Rubber Concrete

PENG Man1,2, GAO Yongtao1,2, HAN Yang2, CHEN Xiuli2, KOU Xiongjun2   

  1. 1. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China;
    2. School of Environment & Civil Engineering, Chengdu University of Technology, Chengdu 610059, China
  • Received:2023-05-15 Revised:2023-07-07 Online:2023-09-15 Published:2023-09-14

摘要: 为了改善由橡胶颗粒加入混凝土中引起的强度损失,在三种强度的橡胶混凝土(RC)中加入体积掺量为0.5%~2.0%的废旧钢纤维增强RC的力学性能,分别测试了各废旧钢纤维增强橡胶混凝土(SSFRC)在28 d的立方体抗压强度、劈裂抗拉强度、四点抗折强度与轴心抗压强度。引入拉压比、折压比与韧性指数对SSFRC的韧性进行评价,结合宏观试验数据和SEM分析废旧钢纤维对RC力学性能的增强增韧机理。结果表明:橡胶的加入会降低不同基体强度混凝土的各力学性能;不同基体强度的SSFRC的各力学强度随着钢纤维掺量的增加呈先增加后下降的趋势,抗压强度在钢纤维掺量为1.0%时达到峰值,抗拉和抗折强度在钢纤维体积掺量为1.5%时达到峰值;钢纤维可在一定掺量下与橡胶颗粒协同作用进一步增加RC的韧性;废旧钢纤维-基体界面过渡区的微观形貌表明废旧钢纤维局部也发生了水化反应。综上,在橡胶体积掺量为10%、废旧钢纤维体积掺量为1.5%时,SSFRC的各力学强度增强效果最好,且韧性最佳。

关键词: 废旧钢纤维, 橡胶混凝土, 固废利用, 力学性能, 增强增韧性能, 微观分析

Abstract: To improve the strength loss caused by the incorporation of rubber particles into concrete, the mechanical properties of three kinds of rubber concrete (RC) were enhanced by adding scrap steel fiber with volume content of 0.5%~2.0%. The cube compressive strength, splitting tensile strength, four-point flexural strength, and axial compressive strength of each scrap steel fiber reinforced rubber concrete (SSFRC) at 28 d were tested. To measure the compressive toughness of SSFRC, the tensile-compressive ratio, flexural-compressive ratio, and toughness index were introduced. Macroscopic test results and SEM were used to analyze the mechanism of strengthening and toughening of RC mechanical properties by scrap steel fiber. The results show that adding rubber decreases the mechanical properties of concrete with various matrix strength. Adding steel fiber admixture causes a trend in the mechanical strength of SSFRC with various matrix strength to increase first and then decrease, getting the greatest compressive strength at 1.0%, the greatest tensile and flexural strength at 1.5% of steel fiber. Steel fiber and rubber particles can cooperate at a specific admixture amount to increase the toughness of RC. The local hydration of scrap steel fiber may have taken place, according to the microscopic morphology of the transition zone at the interface between the matrix and scrap steel fiber. In conclusion, the best mechanical strength enhancement effect and the best toughness of SSFRC are achieved at 10% of rubber and 1.5% of scrap steel fiber.

Key words: scrap steel fiber, rubber concrete, solid waste utilization, mechanical property, strengthening and toughening property, microanalysis

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