Experimental Fatigue Performance of Concrete Slab with I-shaped Steel

I 형강 격자 상판의 피로 성능에 관한 실험적 연구

  • 박창규 (중앙대학교 대학원 지구환경시스템공학과) ;
  • 김용곤 (한경대 이공학부 안전공학과) ;
  • 김철환 ((주)현대건설 기술연구소 구조부) ;
  • 이재형 (중앙대학교 대학원 토목환경공학과) ;
  • 정영수 (중앙대학교 건설대학)
  • Published : 2000.10.01

Abstract

Recently, there have been increased mush concerns about repair and rehabilitation works for aged concrete structures to keep up with rapid economic growth in Korea since the early 1970's. In particular, it is believed in these days that there are significantly increasing number of aged concrete bridge slabs, which are strongly needed to construct and rehabilitate by innovative construction method. The objective of this research is to develop the new construction method of concrete slab in bridge structure, which can contribute to minimize the traffic congestion during the repair and rehabilitation works of aged concrete slab, and can also sufficiently assure the quality through the minimization of in-situ works at the site. I-beams with punch holes, which are substituted instead of main reinforcing steels in concrete slabs, will be manufactured in accordance with the specification in the factory, and will be preassembled into the panel. After erecting the preassembled panels in the site, concrete will be poured into the slab panel. This test is to investigate physical properties of I-Beam with punch holes itself, and then to investigate structural properties of assembled I-Beam panels through static and fatigue test, of which can be utilized for the development of new construction method of concrete slab in bridge structure.

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