Surface Modifying of Copper-Plated Steel Fibers and Its Corrosion Resistance and Bond Behavior with Cement Mortar

被引:0
作者
Zhong S. [1 ]
Fu J. [1 ]
机构
[1] Key Laboratory of Advanced Civil Engineering Materials of Ministry of Education, Tongji University, Shanghai
来源
Jianzhu Cailiao Xuebao/Journal of Building Materials | 2019年 / 22卷 / 04期
关键词
Bond strength; Cement mortar; Chemical bonding; Copper-plated steel fiber; Corrosion resistance; Silane coupling agent; Surface treatment;
D O I
10.3969/j.issn.1007-9629.2019.04.015
中图分类号
学科分类号
摘要
In order to improve the bond strength between copper-plated steel fibers and cement motar and enhance the corrosion resistance of fibers, the fibers were treated with silane coupling agents 3-methacryloxy-propyl-trimethoxy-silane(MPS) and 3-mercapto-propyl-trimethoxy-silane(MPTS),and the fibers were tested with infrared spectrum, scanning electron microscope(SEM), corrosion in NaCl solution and single fiber pull-out experiments. The results indicate that the MPTS is chemically bonded to the fibers; the surface roughness of the fibers treated with coupling agents is greatly improved; the integration of absorbance of the NaCl solutions in which MPS fibers and MPTS/MPS fibers are soaked is only 91% and 45% of that of the untreated fibers; the treatment of the agents greatly enhances the energy demanded for MPS fibers and MPTS/MPS fibers to be pulled out of the cement mortar with an increase of 43% and 224% respectively in comparison with the untreated fibers, as well as enhances the bond strength between fibers and cement mortar. © 2019, Editorial Department of Journal of Building Materials. All right reserved.
引用
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页码:606 / 610
页数:4
相关论文
共 16 条
  • [1] Melchers R.E., Effect of small compositional changes on marine immersion corrosion of low alloy steels, Corrosion Science, 46, 7, pp. 1669-1691, (2004)
  • [2] Wong H.S., Zhao Y.X., Karimi A.R., Et al., On the penetration of corrosion products from reinforcing steel into concrete due to chloride-induced corrosion, Corrosion Science, 52, 7, pp. 2469-2480, (2010)
  • [3] Deng Z., High Performance Synthetic Fiber Concrete, pp. 22-24, (2003)
  • [4] Li J., Deng Z., Wang Z., Experimental study on chloride ion corrosion resistance of crude synthetic fiber concrete, National Fiber Concrete Conference, (2006)
  • [5] Wang H., Guo Y., Zhao T., Study on bending toughness of steel fiber reinforced concrete before and after corrosion, Journal of Shandong University of Science and Technology(Natural Science), 26, 5, pp. 30-35, (2007)
  • [6] Sun M., Wen D., Experimental study on bond strength of zinc phosphate modified steel fiber to cement-based interface, Concrete, 5, pp. 29-31, (2010)
  • [7] Lu J., Liu J., Lu F., Effect of surface modification of steel fiber on concrete properties, Journal of North China University of Water Engineering(Natural Science Edition), 33, 6, pp. 36-38, (2012)
  • [8] Liu J., Chen C., Cai J., Et al., A rust inhibitor with self-rust prevention function for steel fiber used in concrete and the method to prepare it, (2014)
  • [9] Zeng M., Wu Y., Method for anticorrosion and modification treatment of steel fiber surface, (2010)
  • [10] Chen J., Deng A., Chen K., Et al., Mechanical properties of steel fiber modified epoxy resin mortar, Journal of Logistics Engineering College, 32, 2, pp. 22-26, (2016)