Journal of the Korea Concrete Institute (콘크리트학회논문집)

Korea Concrete Institute (한국콘크리트학회)
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Effect of Aggregate on Mechanical Properties of Ultra-High Strength Concrete Exposed to High Temperature

고온을 받은 초고강도 콘크리트의 역학적 특성에 관한 골재의 영향

  • Received : 2011.01.04
  • Accepted : 2011.03.02
  • Published : 2011.08.31
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Abstract

Concrete structures exposed to fire produce changes in their internal structure, resulting in their service life reduction due to the deterioration of its strength and performance capacity. The deterioration level are dependent on the temperature, exposure time, concrete mix proportions, aggregate property, and material properties. This study was performed to evaluate the thermal behavior of ultra-high strength concrete for the parameters of water to cement ratio (compressive strength), fine to total aggregate ratio, and maximum coarse aggregate size. At room temperature and $500^{\circ}C$, tests of ultrasonic pulse velocity, resonance frequency, static modulus of elasticity, and compressive strength are performed using ${\varnothing}100{\times}200\;mm$ cylindrical concrete specimens. The results showed that the residual mechanical properties of ultra-high strength concrete heated to $500^{\circ}C$ is influenced by variation of a water to binder ratio, fine to total aggregate ratio, and maximum coarse aggregate size.

콘크리트 구조물은 화재에 노출시 고온에 의해 내부 구조가 변화하며 보유하고 있는 강도와 변형 성능이 저하되어 최종적으로 수명이 단축하게 된다. 그 성능 저하 수준은 도달된 온도, 고온에 노출된 시간, 콘크리트의 배합, 골재의 특성 및 콘크리트 자체의 특성 등에 의해 결정된다. 이 연구는 물시멘트비, 잔골재율 및 굵은 골재의 최대 크기등의 변수에 대한 초고강도 콘크리트의 열적 거동을 평가하기 위해 실시되었다. 상온 및 $500^{\circ}C$의 온도에 대하여 초음파 속도, 동탄성 계수, 정탄성 계수 및 압축강도 시험은 ${\varnothing}100{\times}200\;mm$ 원주형 콘크리트 시험체를 사용하여 실시되었다. 결과로서 $500^{\circ}C$의 온도에서 가열된 초고강도 콘크리트의 잔존 역학적 특성은 물결합재비, 잔골재율 및 굵은 골재 최대 치수의 변화에 영향을 받는 것으로 나타났다.

Keywords

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