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Experimental Study on Flexural Capacity of I-slab System using Slim Precast Slab Deck

슬림 프리캐스트 슬래브 데크를 사용한 I-슬래브 시스템의 휨 성능에 관한 실험적 연구

  • 김승훈 (한밭대학교 건축공학과) ;
  • 이한승 (한양대학교 건축공학과) ;
  • 최현기 (경남대학교 소방방재공학과)
  • Received : 2015.04.28
  • Accepted : 2015.07.14
  • Published : 2015.07.30

Abstract

Recently, the interest in precast voided slab system for buildings is growing up according to the demand for high quality control and the increase in slab thickness. A hollow slab system is widely known as one of the effective slab system which can reduce self-weight of slab. However, in case of conventional precast voided slabs, It is uncertain to apply these slab system to two-way slabs because It have a rectangular shaped void-former. In this study, I-slab system that applies plate type and octagonal pillar type void-former on slim precast slab deck is developed, and then flexural capacity of the I-slab system Is evaluated by 4-pointed banding test. In addition, flexural capacities of I-slab system along the longitudinal and transverse axis are compared to verify the applicability of I-slab system to two-way slabs. Test results showed that I-slab had enough flexural strength and ductility for slab member. In addition, I-slab system Is found to be sufficiently possible to apply on two-way slabs.

Keywords

References

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