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논문 기본 정보

자료유형
학술저널
저자정보
나환선 (한국전력공사 전력연구원) 이현주 (한국전력공사 전력연구원) 이철희 (한국전력공사 전력연구원) 황성욱 (한국전력공사 전력연구원) 조혜진 (한국전력공사 전력연구원) 최성모 (서울시립대학교 건축학부)
저널정보
한국복합신소재구조학회 복합신소재구조학회논문집 복합신소재구조학회 논문집 제3권 제2호
발행연도
2012.1
수록면
19 - 27 (9page)

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초록· 키워드

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Structural insulated panels, which are structurally performed panels consisting of a plastic insulation bonded between two structural panel facings are one of emerging products with a viewpoint of its energy and construction efficiencies. These components are applicable to fabricated wood structures. By now, there are few technical documents regulated structural performance and engineering criteria in domestic market. This study was conducted to suggest fundamental reports such as racking resistance, axial capacity, transverse load capacity, and lintel load capacity for SIPs. Test results showed that maximum load was 44.3kN, allowable load was 14.7kN for racking resistance, and that maximum load was 137.6kN, allowable load was 37.4kN/m for axial compression capacity. For transverse load capacity, test results showed $10.3kN/m^2$ of maximum load, $3.4kN/m^2$ of allowable load. For lintel load capacity for SIPs dependent to lengths, allowable loads were 20.4kN for 600mm long lintel, 23.9kN for 1,200mm long lintel, 19.3kN for 1,800mm long lintel, and 2,400mm long lintel had 14.1kN of allowable load. In the near future, when the allowable load for wall application is established, SIPs is considered to substitute the existent post-and-lintel construction to bearing wall structure.

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