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일반거푸집용 데크플레이트를 이용한 합성슬래브의 구조적 거동에 관한 연구
권용근,강도안,최성모,엄철환,최완철,문태섭,김규석,김덕재,김동규,KWON, Yong Keun,KANG, Do An,CHOI, Sung Mo,EOM, Chul Hwan,CHOI, Oan Chul,MOON, Tae Sup,KIM, Kyu Suk,KIM, Duck Jae,KIM, Dong Kyu 한국강구조학회 1996 韓國鋼構造學會 論文集 Vol.8 No.3
This paper provides the results of a study on the structural behavior of the composite slabs using the metal form deck plate. Cold-formed steel deck sections are used in many composite floor slab applications wherein the steel deck serves not only as the form for the concrete during construction but also as the principal tensile reinforcement for the bottom fiber of the composite slab. A total of 16 specimens are tested to clarify the composite action between the concrete and metal deck plate and to find the method to increase the composite effect, whether or not non-slip bars are used. The test results are summarized for the shear-bond capacities, deformation capacities, and failure modes for the specimens.
신형상의 데크플레이트를 이용한 합성슬래브의 구조적 거동에 관한 연구
김창우,최성모,강도안,김동규,Kim, Chang Woo,Choi, Sung Mo,Kang, Do An,Kim, Dong Kyu 한국강구조학회 1997 韓國鋼構造學會 論文集 Vol.9 No.4
냉간성형된 데크플레이트는 건물의 바닥슬래브에 콘크리트 타설시 거푸집용으로만 주로 사용되었으나, 콘크리트와의 일체성을 높임으로써 주인장재 역할을 할 수 있는 합성용 데크가 등장하고 있다. 본 논문은 새로 개발된 합성용 데크의 구조성능 평가를 위한 연구의 결과를 제시하고 있다. 신형상의 데크는 콘크리트와 데크사이의 합성효과를 개선하기 위하여 locking rib와 dove tail 및 강력한 엠보싱이 추가되었다. 콘크리트와 데크플레이트사이의 합성효과를 규명하기 위하여 28개의 실험체가 실험되어 졌다. 본 연구의 중요, 변수는 스팬, 데크플레이트 두께, 지지조건, 지지점에 전단연결재의 유무등이다. Cold-formed deck sections are used in many composite floor slab applications wherein the steel deck serves not only as the form for the concrete during construction but also as the principal tensile reinforcement for the bottom fiber of the composite slab. This paper provides the results of an experimental study performed for the composite slabs with the new shaped deck plates with the locking ribs, the dove tails, and the powerful embossment, which are the mechanical means to improve positive interlocking effect between the deck and the concrete. A total of 28 specimens are tested to investigate the composite effects between the concrete and metal deck plate. Important parameters in this are the span length, the thickness of the deck plate, support condition, and whether shear studs are placed at each support or not. The test results are summarized for the maximum load and failure behavior for the specimens.
일반거푸집용 데크플레이트를 이용한 합성슬래브의 구조적 거동에 관한 연구
권용근(Yong Keun Kwon),최성모(Sung Mo Choi),엄철환(Chul Hwan Eom),강도안(Do An Kang),최완철(Oan Chul Choi),문태섭(Tae Sup Moon),김규석(Kyu Suk Kim),김덕재(Duck Jae Kim),김동규(Dong Kyu Kim) 한국강구조학회 1996 韓國鋼構造學會誌 Vol.8 No.2
This paper provides the results of a study on the structural behavior of the composite slabs using the metal form deck plate. Cold-formed steel deck sections are used in many composite floor slab applications wherein the steel deck serves not only as the form for the concrete during construction but also as the principal tensile reinforcement for the bottom fiber of the composite slab. A total of 16 specimens are tested to clarify the composite action between the concrete and metal deck plate and to find the method to increase the composite effect, whether or not non-slip bars are used. The test results are summarized for the shear-bond capacities, deformation capacities, and failure behavior for the specimens.