한국건축시공학회지 (Journal of the Korea Institute of Building Construction)

  • 제17권5호
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  • Pages.403-409
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  • 2017
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  • 1598-2033(pISSN)
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  • 2233-5706(eISSN)
한국건축시공학회 (The Korean Institute of Building Construction)
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GFRP 보강 다공성 콘크리트 블록의 내력 및 인성 평가

Evaluation of Load Capacity and Toughness of Porous Concrete Blocks Reinforced with GFRP Bars

  • Jung, Seung-Bae (Department of Architectural Engineering, Kyonggi University Graduate School) ;
  • Yang, Keun-Hyeok (Department of Plant.Architectural Engineering, Kyonggi University)
  • 투고 : 2017.06.07
  • 심사 : 2017.09.26
  • 발행 : 2017.10.20
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초록

본 연구에서는 다공성 블록의 내구성 향상을 위해 압축강도 3MPa 및 공극률 30%를 만족하는 배합설계를 확인하였으며, 선정된 배합에서 GFRP 보강 방법에 따른 보의 내력 및 인성 증가를 평가하였다. 다공성 콘크리트의 목표성능 만족을 위해서는 골재입도 15~20mm에서 물-시멘트 비 및 시멘트-골재 비가 각각 25% 및 15%로 추천될 수 있었다. GFRP로 보강된 다공성 콘크리트 보의 거동은 전단파괴에 의해 지배되었다. 이에 따라 GFRP의 휨 저항 발휘는 매우 적었으며, GFRP 보강근의 장부작용에 의한 전단내력상승은 결과적으로 다공성 콘크리트 보의 하중 저항성과 인성을 향상시켰다. GFRP 보강근을 압축과 인장측에 각각 1본(D9)씩 배근한 경우 내력은 무보강 보에 비해 약 2.1배 증가하였으며, 인성지수 $I_{30}$값은 43.4를 보임으로서 인성지수 값을 측정할 수 없었던 무보강 보에 비해 상당히 향상되었다.

In this study, mix proportioning of porous concrete with compressive strength and porosity exceeding 3MPa and 30%, respectively, was examined and then load capacity and flexural toughness of the porous concrete block were evaluated according to the different arrangements of the GFRP bars. To achieve the designed requirements of porous concrete, it can be recommended that water-to-cement ratio and cement-to-coarse aggregate ratio are 25% and 20%, respectively, under the aggregate particle distribution of 15~20mm. The failure mode of porous concrete blocks reinforced with GFRP bars was governed by shear cracks. As a result, very few flexural resistance of the GFRP was expected. However, the enhanced shear strength of porous concrete due to the dowel action of the GFRP bars increased the load capacity and toughness of the blocks. The porous concrete blocks reinforced with one GFRP bar at each compressive and tensile regions had 2.1 times higher load capacity than the companion non-reinforced block and exhibited a high ductile behavior with the ultimate toughness index ($I_{30}$) of 43.4.

키워드

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