원문정보
A Study on Eaves Curvature Diagram of Buddhist Temples with Three Kan Hipped and Gable Roof
초록
영어
This study targets buildings with three bay among Buddhist Temples with a hipped and gable roof and tries to find out the characteristics of eaves curvature diagram and the correlation between eaves curve and eaves curvature diagram. The results of the study are as follows. First, as for the group with the smallest eaves curvature diagram, there were two cases. One was the case where eaves curvature diagram is small as the size of the building is large and the size of chunyeo and sarae is small so that it is difficult to create a curved line. In the other case, the frontal eaves curvature diagram was made to be small for the balance of frontal and side eaves curve as the ratio of lateral to longitudinal length is small. Second, the group of with the largest frontal angular curvature has small roofs so they have more sunjayon than pyungyeon in the rafters, making the eaves curvature diagram large. Third, it was found that Buddhist halls whose side eaves curvature diagram is bigger than frontal eaves curvature diagram and whose side eaves are bigger than their frontal eaves had bigger curvature difference. Fourth, eaves curve shows a tendency to increase as the length of the roof becomes longer but frontal eaves curve and side eaves curve do not increase from the point of 18,352 and 16,940 respectively. Fifth, frontal eaves curve, side eaves curve, and the length of the side roof tend to be directly proportional, but such a tendency is lost from the point of frontal eaves curve being 781 and the length of the side roof being 14,505. In summary, eaves curvature diagram is influenced by the height and form of the adjacent building, the size of chunyeo and sarae, and the proportion of sunjayeong in rafters, and there is a limit to the length of the roof and side eaves curvature diagram that allows eaves curve to increase.
목차
1. 서론
1.1 연구배경 및 목적
1.2 연구범위 및 방법
1.3. 관련용어의 정의
2. 앙곡만곡도의 크기
2.1 정면과 측면 앙곡만곡도의 크기
2.2 정면과 측면 만곡도의 비교
3. 앙곡과 만곡도의 관계
3.1. 앙곡과 앙곡만곡도의 상관관계
3.2. 앙곡, 지붕길이, 앙곡만곡도의 관계
4. 정면앙곡과 측면요소
5. 결론
REFERENCES