玻璃钢/复合材料 ›› 2016, Vol. 0 ›› Issue (9): 66-69.

• 应用研究 • 上一篇    下一篇

GFRP筋与再生混凝土粘结性能试验研究

张卫东1, 王振波2, 王成武1   

  1. 1.淮阴工学院建筑工程学院,淮安223001;
    2.南京工业大学土木工程学院,南京221009
  • 收稿日期:2016-04-11 出版日期:2016-09-28 发布日期:2016-09-28
  • 作者简介:张卫东(1981-),硕士,副教授,主要从事复合材料方面的研究,jsntzwd@163.com。
  • 基金资助:
    江苏省教育厅自然科学项目(11KJD560003);江苏省高校“青蓝工程”优秀骨干教师基金项目;淮安市科技计划基金项目(HAS2014021-3)

EXPERIMENTAL STUDY ON BOND BEHAVIOR OF GFRP REBARS AND RECYCLED CONCRETE

ZHANG Wei-dong1, WANG Zhen-bo2, WANG Cheng-wu1   

  1. 1.Faculty of Architecture and Civil Engineering, Huaiyin Institute of Technology, Huai′an 223001, China;
    2.College of Civil Engineering, Nanjing University of Technology, Nanjing 210009, China
  • Received:2016-04-11 Online:2016-09-28 Published:2016-09-28

摘要: 为了系统研究GFRP直径、再生混凝土粗骨料取代率、立方体抗压强度及劈裂强度四因素对GFRP筋再生混凝土间粘结性能的影响,按照CSA标准设计制作了12组标准粘结试验并进行抗拔试验。试验结果表明,再生混凝土粗骨料取代天然骨料对粘结破坏形态影响不大,破坏形态以拔出破坏为主;但平均粘结强度随着再生混凝土粗骨料取代率的增大而下降;立方体抗压强度、劈裂强度两者对平均粘结强度的影响较为相似,均显示出随强度下降而下降的趋势;由于剪力滞后的影响,平均粘结强度随GFRP筋直径的增大而下降。

关键词: GFRP筋, 再生混凝土, 抗拔试验, 粘结性能

Abstract: Based on the pull-out tests of 12 groups specimens which were designed according to CSA standard, the influence of four factors (the diameter of GFRP rebars, the incorporation rate of recycled concrete coarse aggregate, cubic compressive strength and splitting strength) on bond behavior of GFRP rebars and recycled concrete were systematically studied. The test results show that the source of coarse aggregate has little influence on bond failure pattern, and most of the patterns are pull-out failure, but the average bond strength decreases with the incorporation rate of recycled concrete coarse aggregate increasing; the cubic compressive strength and splitting strength have similar influence on the average bond strength which decreases with the strength of recycled concrete decreasing; and due to the adverse effect of shear lag, the average bond strength decreases when the diameter of GFRP rebars is increasing.

Key words: GFRP rebars, recycled concrete, pull-out test, bond behavior

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