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분사식 FRP에 의한 구조물의 보강 성능 및 반발률 평가

Evaluation on Strengthening Capacities and Rebound Rate of Structures with Sprayed FRP

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초록

This paper investigates experimentally the confining effect, strengthening capacity and rebound rate of sprayed Fiber-Reinforced-Polymer (SFRP). From the method, resin and chopped fibers are sprayed separately from the nozzle with high pressure, and then they are attached to the concrete surface, so structure could be repaired. To evaluate the strengthening effect of sprayed FRP, cylindrical specimens and beam specimens were strengthening with SFRP. As main material of FRP, glass fiber and polyester resin are used. To investigate the optimum condition of sprayed FRP, the effects of fiber length, coating thickness, fiber volume ratio and concrete strength were examined. Capacities of sprayed FRP method were also compared to the FRP sheet method. In case of the sprayed FRP, rebound rate is important parameter considering economical efficiency and constructibility, so rebound rate of was discussed. From the test results, optimum conditions of sprayed FRP were determined. SFRP method showed superior strengthening capacities than FRP sheet method.

Abstract

This paper investigates experimentally the confining effect, strengthening capacity and rebound rate of sprayed Fiber-Reinforced-Polymer (SFRP). From the method, resin and chopped fibers are sprayed separately from the nozzle with high pressure, and then they are attached to the concrete surface, so structure could be repaired. To evaluate the strengthening effect of sprayed FRP, cylindrical specimens and beam specimens were strengthening with SFRP. As main material of FRP, glass fiber and polyester resin are used. To investigate the optimum condition of sprayed FRP, the effects of fiber length, coating thickness, fiber volume ratio and concrete strength were examined. Capacities of sprayed FRP method were also compared to the FRP sheet method. In case of the sprayed FRP, rebound rate is important parameter considering economical efficiency and constructibility, so rebound rate of was discussed. From the test results, optimum conditions of sprayed FRP were determined. SFRP method showed superior strengthening capacities than FRP sheet method.

참고문헌 (6)

  1. Anania L., "Increasing the flexural performance of RC beams strengthened with CFRP materials", Construction and Building Materials, 19, pp.55~61 (2005)
  2. Arya C., "TR 55: Design guidance for strengthening concrete structures using fibre composite materials: a review", Engineering Structures, 24, pp.889~900 (2002)
  3. Banthia N., "Sprayed fibre- reinforced polymers for repairs", Can J. Civ. Eng, 27, pp.907~915 (2000)
  4. Banthia N., "Sprayed FRPs for repairs of concrete structures", Proceedings of the 2nd international conference on advanced composite materials, August, Montreal, Que., pp.537~546 (1996)
  5. Lee H.K., "Structural repair and strengthening of damaged RC beams with sprayed FRP", Composite structures, 63, pp.201~209 (2000)
  6. Furuta T., "Sprayed-up FRP strengthening for concrete structures", Proceedings of the International Symposium on Earthquake Engineering Commemorating Tenth Anniversary of the 1995 Kobe Earthquake, 통권 : 2, pp.299~307 (2005)

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