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A Study on Constructability Estimation of Multi-component High Fluidity Concrete based on Mock-up Test

모의실험체에 의한 다성분계 고유동 콘크리트의 시공성능 평가에 관한 연구

  • Kwon, Ki-Joo (Nuclear Power Laboratory, KEPCO Research Institute) ;
  • Noh, Jea-Myoung (Nuclear Power Laboratory, KEPCO Research Institute)
  • Received : 2010.06.30
  • Accepted : 2010.07.26
  • Published : 2010.08.20

Abstract

As structures become larger, taller, and more diverse, a high degree of technology and expertise are required in the construction industry. However, it has been becoming difficult to construct under severe conditions and to fulfill the high performance needs of structures due to a lack of skilled construction engineers. To compensate for these weak points, high-performance concrete and performance specifications have been developed. The application of reliable high-fluidity concrete, which is one of these efforts, is expected to be effective in terms of overcoming severe conditions, reducing the number of workers required, and shortening the construction period. In order to apply high fluidity concrete in the field, practical mock-up tests were carried out to estimate whether self-compaction concrete could satisfy constructability needs. From the results, it was verified that the multi-component high fluidity concrete has excellent flowability in practical structures. In addition, it was shown that the temperature distribution in the concrete due to hydration heat is satisfactory. As a result, it is judged that multi-component high fluidity concrete can be utilized as an effective building material for various structures, including structures related to the electric power industry.

건설산업이 대형화, 초고층화, 다양화되면서 우수한 기술과 Know-how가 요구되고 있고, 또한 건설기술자의 부족, 특수환경 하에서의 건설공사의 증가 및 구조물의 고성능화 등의 요구에 따라 콘크리트 분야 기술력을 개발하고 실용화하는 것이 필요하다. 이를 위하여 고성능 콘크리트에 대한 성능규정 및 기술개발에 많은 노력을 기울여 왔으며 한 가지 방안으로 신뢰성이 높은 고유동 콘크리트를 적용하면 시공의 제약조건을 극복할 수 있으며, 작업인원의 절감 및 공기단축의 효과를 얻을 수 있을 것으로 기대된다. 고유동 콘크리트를 현장에 적용하기 위해서 실제 건설현장에서 대용량의 배치플랜트에서 생산할 경우에도 시공성을 만족시킬 수 있는지를 평가하기 위하여 현장 모의시험을 실시하였다. 시험결과로부터 다성분계 고유동 콘크리트는 실제 구조물에서도 양호한 충전성능을 가진 것을 확인할 수 있었고, 수화열로 인한 콘크리트 내부온도 상승도 양호한 범위 값을 나타내었다. 향후 시공조건에 따라 전련산업관련 구조물 등에 유용하게 활용될 수 있을 것이다.

Keywords

References

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