슬림 프리캐스트 슬래브 데크를 사용한 I-슬래브 시스템의 휨 성능에 관한 실험적 연구Experimental Study on Flexural Capacity of I-slab System using Slim Precast Slab Deck
- Other Titles
- Experimental Study on Flexural Capacity of I-slab System using Slim Precast Slab Deck
- Authors
- 김승훈; 이한승; 최현기
- Issue Date
- Jul-2015
- Publisher
- 대한건축학회
- Keywords
- I-슬래브 시스템; 중공슬래브; 휨강성; 휨강도; 프리캐스트콘크리트; I-Slab System; Hollow Slab; Flexural Stiffness; Flexural Strength; Precast Concrete
- Citation
- 대한건축학회논문집 구조계, v.31, no.7, pp 35 - 42
- Pages
- 8
- Indexed
- KCI
- Journal Title
- 대한건축학회논문집 구조계
- Volume
- 31
- Number
- 7
- Start Page
- 35
- End Page
- 42
- URI
- https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/19749
- DOI
- 10.5659/JAIK_SC.2015.31.7.35
- ISSN
- 1226-9107
- 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.
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