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Volume 52 Issue 2
Feb.  2022
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Article Contents
XU Jinxiao, XIAO Jianzhuang, LUO Surong, ZHANG Qingtian. Research Progress and Prospect of Fiber-Recycled Concrete[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 10-17,31. doi: 10.13204/j.gyjzG20112711
Citation: XU Jinxiao, XIAO Jianzhuang, LUO Surong, ZHANG Qingtian. Research Progress and Prospect of Fiber-Recycled Concrete[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 10-17,31. doi: 10.13204/j.gyjzG20112711

Research Progress and Prospect of Fiber-Recycled Concrete

doi: 10.13204/j.gyjzG20112711
  • Received Date: 2020-11-27
    Available Online: 2022-06-30
  • Publish Date: 2022-02-20
  • The combined use of fibers and recycled concrete improves the defects of recycled concrete and strengthens its mechanical and durability properties. The paper introduced the research status of fibers-recycled concrete from the aspects of fiber types and modification effects through literature review. Comparison with common recycled concrete, the common steel fiber could increase the compressive, splitting and flexural strength of recycled concrete by 40.1%, 124.6% and 286.1% respectively with the volume content of could 2%, while improving the compactness of recycled concrete and its fatigue life. Similarly, the polypropylene fiber could effectively control the fracture development and improve the fracture performance of recycled concrete. With the 1.2% volume content of it, the fracture toughness and fracture energy could be increased by 71.13% and 330.77% respectively. In addition, the spalling of recycled concrete under high temperatures could be reduced by the fusion of polypropylene fibers. And also, the basalt fiber had a good effect on improving the chloride ion permeability of recycled concrete while optimizing its mechanical properties, the 3% volume content of it had the most significant improvement effect. Moreover, the recycled fiber could be made from discarded carpets and tires through manual cutting, pyrolysis, low-temperature reduction and other processes, and its performance could reach the level of general fibers. The compressive strength of the recycled concrete with the 0.12% volume content of recycled polypropylene steel fibers could be increased by 12.34% comparison with common recycled concrete. Furthermore, based on the discussion of appropriate modification properties for each fiber, the prospects of the recycled fiber and the hybrid application of fibers were presented, which would benefited further research and application of the fiber-recycled concrete.
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