• Title/Summary/Keyword: Slip-Resistant Adhesive

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Improvement of Moisture Resistance of Aqueous Slip-Resistant Adhesive on the Polyethylene Film (폴리에틸렌 필름에서의 수용성 미끄럼 방지 접착제의 내습 특성 개선)

  • Yoon, Young Ki;Cho, Kuk Young;Seol, Wan Ho
    • Korean Chemical Engineering Research
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    • v.48 no.2
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    • pp.193-197
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    • 2010
  • Stretch wrapping processes that are used to the packaging process had a serious problem of high price and treatment of used wraps. On the other hand, slip-resistant adhesive provides the advantage of simple process, low cost, and free from after-use treatment. In this research, adhesion deterioration of aqueous slip-resistant adhesive adhered to polyethylene film under the moisture condition using aqueous slip-resistant adhesive was observed by the Peel Test. Improvement of adhesive property under the moisturizing condition could be obtained by the selection of appropriate additives. As a result, introduction of maltodextrin reduced the deterioration of slip-resistant adhesion owing to the improved moisture resistance and introduction amount of 10 wt% of maltodextrin showed optimal performance.

Bond Strength Properties of CFRP Rebar in Concrete According to the Concrete Strength (콘크리트 강도에 따른 CFRP 보강근의 부착강도 특성)

  • Kim, Ho-Jin;Kim, Ju-Sung;Kim, Young-Jin;Choi, Jung-Wook;Park, Sun-Gyu
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.9 no.4
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    • pp.569-577
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    • 2021
  • CFRP(Carbon Fiber Reinforced Plastic) can maintain the same strength even if the diameter is reduced by about one - third, and the weight is about one - twentieth of that of the deformed reinforcing bars that have been used in the construction industry. In particular, it is resistant to corrosion, which is the weakest part of reinf orcing bars, and there is no concern that it will deteriorate over time, It is light and durable, so transportation costs are low and it is convenient for high-rise buildings. This paper experimentally clarifies the adhesive properties of CFRP and clarifies its behavior. That is, bond strength test was conducted with the directness of CFRP and the strength of concrete as experimental variables, and the bond mechanism was clarified experimentally. Furthermore, based on the experimental results, we constructed the bond stress-slip-strain relationship of CFRP compared to the existing deformed reinforcing bars.