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논문 기본 정보

자료유형
학술저널
저자정보
위소연 (미강건축사사무소)
저널정보
대한건축학회 대한건축학회논문집 大韓建築學會論文集 第37卷 第10號(通卷 第396號)
발행연도
2021.10
수록면
87 - 94 (8page)

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초록· 키워드

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The purpose of this study is to disclose the correlations of the eave curve and column arrangement on the plane through the Toekan Jangdanbyeonbi (ratio of length on sides) and the result is shown as follows. First, the Toekan Jangdanbyeonbi is influenced more greatly on the size of front Toekan rather than the size of side Toekan and displays close correlation with the location of the Oigidori (part of rook with a beam in the middle) on cross section. Looking into the relationship between the Toekan Jangdanbyeonbi and anggok curvature diagram, the tendency of disproportion is confirmed. Second, the slope of relative formula for the front length and side length that determines the plane Jangdanbyeonbi has the plane for 1.3172 and Toekan for 1.2199 that the slope of Toekan is closer to 1 to be closer to the square compared to the plane. Third, it has been confirmed to have the tendency of proportion with the horizontal distance of the Jusimdori (dori to support the main section of column) and (supporting dori in the middle) on the longitudinal section as the inner wood length of the front eaves protruding and eaves protruding and the horizontal distance of Jusimdori and Oigidori on the cross section that is the inner wood length of the side eaves protruding and eaves protruding, and when excluding the exceptional cases, the eaves protruding and anggok curvature diagram are confirmed with the tendency of disproportion that the eaves protruding and anggok curvature diagram are contemplated as a mutually supplementary relationship. And, fourth, when the front eaves protruding ratio on the anggok curvature diagram and plane column height is considered, all average value for front and side, and well side have shown the tendency of disproportion. This is to prove that the eave anggok has been used not only for formative aspect determined by the simple empirical dimension or chunyeo curve but also as the technique to supplement the structural limitations as well.

목차

Abstract
1. 서론
2. 퇴칸의 장단변비
3. 퇴칸 장단변비와 평면 장단변비
4. 처마내밀기와 앙곡만곡도
5. 결론
REFERENCES

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