• Title/Summary/Keyword: 내화구조용 데크플레이트

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A Study on the Productivity Analysis of Slab Construction Methods - Focused on Conventional Slab, Form Deckplate, Ferro Deckplate, and Kem Deckplate - (슬래브 공법간의 생산성 분석$\cdot$비교에 관한 연구 - 재래식 슬래브, 골형 데크플레이트, 철근트러스 데크플레이트, 그리고 내화구조용 뎨크플레이트를 중심으로 -)

  • Yoo Jin-Ho;Kim Young-Su
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • autumn
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    • pp.401-405
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    • 2001
  • The purpose of this study is to provide productivity analysis of conventional slab method productivity and deckplate methods in building construction. Productivity analysis was performed on the data in construction sites and a interview survey. The results of this study are as follow: 1. Kem deckplate is analyzed to the most economic in a view of the cost. 2. Kem deckplate is analyzed to the most economic and order Ferro deckplate, Form deckplate and conventional slab method in a view of the productivity. 3. Kem deckplate is analyzed to the superior slab method in a view of the quality. 4. Conventional slab method is investigated disaster of precipitation and Deckplate method is hazard of an eletric shock. Therefore, Kem deckplate method is analyzed to the superior productivity

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A Study on the Structural Behavior of the Composite Slab with New-Shaped Deckplate (신형상 데크플레이트를 이용한 합성슬라브의 구조적인 거동에 대한 연구)

  • Huh, Choong;Moon, Tae Sup
    • Journal of Korean Society of Steel Construction
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    • v.9 no.3 s.32
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    • pp.341-350
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    • 1997
  • The objective of this study is to investigate the structural behavior of the composite slabs with the new metal deckplate. The new deckplate can be used as structural member with topping concrete. So several experiments of this structural test and the fire resistance test were done. From this experiments. slabs with new metal deckpklate were verified as composite slabs. In this paper, this verifications were compared with the international design methods. For experiment. 49 specimens were made. the main parameters are deckplate thickness (1.2mm. 1.6mm) depth of topping concrete(85mm. 90mm). support condition(simple, 2-span), shear reinforcment(studs), span(2.7m, 3.0m, 3.3m. 3.6m. 3.9m) and shear span(L/3, L/4, L/7). We analyzed the structural behavior of composite slab throughout the moment-curvature relationship which is obtained with the program using the computer language. Turbo C. From this development for slab system, the reinforced concrete or steel structure building may be easy, economical for construction, And informations about the structural behavior of composite slabs will be utilized to established korea standard.

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