• Title/Summary/Keyword: coccrete

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A Foundamental Study on Evaluation of Adhesive Strength in Reinforced Position Concrete Structure Used Fiber Sheet (섬유쉬트 보강부위의 부착성능 평가에 관한 기초연구)

  • 안상철;곽규성;이성혁;오상근;박국배;안상덕
    • Proceedings of the Korea Concrete Institute Conference
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    • 1998.04b
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    • pp.613-617
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    • 1998
  • This study deals with the effect on adhesive strength properties of fiber sheet layer and maintenance position of coccrete structure reinforced using epoxy resin carbon and aramit fiber sheet. Properties of epoxy resin adhesive strength of the concrete bridge slab, tunnel and wall etc. reinforced using fiber sheet under many different environment change according to condition of concrete substrate, temperature, moisture, curing, cleaning, and chemical effects and so on. The purpose of this study is that it makes the estimation value of adhesive strength of concrete substrate and fiber sheet reinforcing layer penetrated epoxy resin under high temperature(9$0^{\circ}C$), chemical attack and condition of curing.

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A Study on Evaluating the Compressive Strength Development of Concrete Mixed with Non-sintered Hwangto Admixture by an Ultrasonic Method (비소성 황토 결합재를 혼합한 콘크리트의 강도 발현 평가를 위한 초음파 속도법의 검토)

  • Kim, Jeong-Wook;Kim, Won-Chang;Kim, Gyu-Yong;Lee, Tae-Gyu
    • Journal of the Korea Institute of Building Construction
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    • v.23 no.1
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    • pp.35-43
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    • 2023
  • In this study, the mechanical properties of concrete mixed with non-sintered hwangto(NHT) as an alternate material for cement were evaluated, and the compressive strength prediction equation of concrete based on ultrasonic pulse velocity analysis was proposed. Cement replacement rates for mixed NHT were set to 0, 15, and 30%, and design compressive strength was set to 30 and 45MPa to evaluate the effect on the amount of cement and NHT powder. The mechanical properties items analyzed were compressive strength, ultrasonic pulse velocity, and elastic modulus, and were measured on days 1, 3, 7, and 28. As the replacement rate of NHT increased, the mechanical properties tended to decrease. In addition, as a result of analyzing the correlation between compressive strength and ultrasonic pulse velocity, the correlation coefficient(R2) showed a high relationship(R2=0.95) on concrete mixed with NHT.