• 건축역사연구
• /
• 제26권4호
• /
• pp.45-54
• /
• 2017

This thesis mainly deals with the meaning of single eaves buildings which have Chunyeo with Sarae. As a rule, building with single eaves does not construct Sarae. But we can find some special buildings using Chunyeo with Sarae in the corners of the eaves. At this time, many people say that lower part of the member so called Alchunyeo, and upper part of the member so called Chunyeo. And they also say that the using of Alchunyeo was caused by the shortage of timber which can make Chunyeo properly. As a result, single eaves buildings using Chunyeo with Sarae in the corners of the eaves were not caused by the shortage of timber. That kinds of buildings were made by the hierarchy of building. Single eaves buildings with Sarae have lower rank than double eaves buildings, and also have higher rank than those without Sarae. And we have to say that lower part of the member is Chunyeo, and upper part of the member is Sarae.

• 한국주거학회논문집
• /
• 제13권6호
• /
• pp.57-65
• /
• 2002

Design of eaves has been considered to be very important to construct the exterior shape of the Japanese traditional architecture. While many Japanese architectural books were written in Edo and Meiji eras, the book about eaves camber design method was not found until

• Steel and Composite Structures
• /
• 제2권6호
• /
• pp.411-428
• /
• 2002

Non-linear large-displacement elasto-plastic finite element analyses are used to propose design recommendations for the eaves bracket of a cold-formed steel portal frame. Owing to the thinness of the sheet steel used for the brackets, such a structural design problem is not trivial as the brackets need to be designed against failure through buckling; without availability of the finite element method, expensive laboratory testing would therefore be required. In this paper, the finite element method is firstly used to predict the plastic moment capacity of the eaves bracket. Parametric studies are then used to propose design recommendations for the eaves bracket against two potential buckling modes of failure: (1) buckling of the stiffened free-edge into one-half sine wave, (2) local plate buckling of the exposed triangular bracket area.The results of full-scale laboratory tests on selected geometries of eaves bracket demonstrate that the proposed design recommendations are conservative. The use of the finite element method in this way exploits modern computational techniques for an otherwise difficult structural design problem.

• 건축역사연구
• /
• 제25권3호
• /
• pp.23-35
• /
• 2016

The purpose of this study is to classify types of the eaves structure of buildings with the Jusimpo-type structure and to analyze the characteristics of each eaves structure. For this objective, forty buildings were selected and investigated. The results of analysis are summarized as follows. First, the main members of framework which handle a load burden on the long-rafter(長椽) are classified as the Jusim-dori(柱心道里) and the Oemok-dori(外目道里). Based on the method of handling a load, the eaves structure is classified into three types; the Jusim-processing-type(柱心中心形), the Oemok-processing-type(外目中 心形), and the Oemok-processing-variant-type(外目中心變異形). The Jusim-processing-type is the set where the internal length of a long-rafter is longer than the length of the eaves on the basis of the center of a column. The Oemok-processing-type is the set where the external length of a long-rafter is longer than the internal length of it. And the Oemok-processing-variant-type is the set where the internal length of a long-rafter is longer than the external length of it, but it is shorter than the length of the eaves which includes the extruded length of a Buyeon(浮椽). Second, the Jusim-processing-type had been generally adopted in the Jusimpo-type structure of the Goryeo Dynasty. But since the 17th century, the Oemok-processing-type had the highest application rate. Third, the change from the Jusimdori-processing-structure to the Oemokdori-processing-structure means that the long-rafter is moved to the direction of outside of the building, and thus the Jung-dori(中道里) is gradually moved to the column center. And, the change of the eaves with the Jusimpo-type structure was not a process for increasing the length of the eaves but a process for adopting the advantages of the Dapo-type structure by changing the arrangement of purlin. Fourth, the change from the Jusimpo-type structure to the Dapo-type structure could be understood as a process for moving the main point for handling a load from the Jusim-dori to the Oemok-dori.

• 한국농촌건축학회논문집
• /
• 제4권1호
• /
• pp.45-60
• /
• 2002

This research is the second attempt to illustrate the phases of ancient Korean architecture through a comparative study of historical materials such as historical ruins, relics, stone remains and art products. Among these the stone stupa (budo), contains many architectural aspects of old times, which give clues to trace the characteristics of the antient Korean structures. The study brings about following results: 1. The pillar employs an entasis technique, and the bracket system (gongpo) consists of cross beams (changbang) and small supporting blocks (soro) thereupon. A type of the bracket arm (chomcha) is also found on top of the pillar. 2. Windows and doors are assumed from the carved features on the stone stupa to be pair-doors which could be folded twice sideways and upwards. 3. There are two types of eaves; the single eaves and the double eaves consisting of a rafter and a flying rafter. 4. The roof has furrows formed by the concave tiles and the convex ones and also the tiles at the edge of eaves. And there are evidences that a variety of small images of animal and human figures were decorated along on top of the eaves.

• 건축역사연구
• /
• 제26권4호
• /
• pp.35-44
• /
• 2017

The purpose of this study is to classify three-Kan hipped and gable-roofed Buddhist temples with the construction of their eave curve of part chunyeo and examine the characteristics and causes. The conclusions have been drawn as follows: First, there are largely three ways to secure symmetry in eave curve of part chunyeo. One is to obtain symmetry in eave curve of part chunyeo by making the size of eaves curves on well sides the same and forming symmetric curves in the front section along with the side roof and then forming the straight line in the central part (hereinafter referred to as the long straight line section method). The second is a method to enlarge eaves curves in the front and form eaves curves on the roof section to be symmetric (hereinafter referred to as the front is larger than side eaves curves method). The third is the method to make eaves curves in the roof section to be symmetric by adjusting the roof length and making difference between the front and side roof's length minimum (hereinafter referred to as the roof length-controlling method). Second, there are 16 cases applying two or more methods, and they are the mainstream. Third, there are 12 cases applying the front is larger than side eaves curve method and roof length-controlling method both, which seems to be the most universal. To sum up, they secured symmetry in roof edges considering the construction of seonjayeon and pyeongyeon according to the size of the structure, recognition on the directions of entrance into the area of the building, forms of planes, harmony with structures around, recognition on roof curves in accordance with the size, and also structural faults in the chunyeo part.

• 대한건축학회논문집:계획계
• /
• 제36권5호
• /
• pp.117-124
• /
• 2020

This study examined ornamental metals used as architectural members among metal artifacts excavated from ancient Buddhist temples and palaces in Korea. Through this, we approached the decorative characteristics of ancient architecture eaves. 1. The decorations used in eaves of Korean ancient architecture include roof-end tiles and ornamental metal. Through excavation examples, the technique of attaching ornamental metal to the rafters and corner rafters of high-ranking architectures in the 7th and 8th centuries (ornamental metal for rafter end, ornamental metal for corner rafter end), and tosu iron in the 10th century It seems to be fashionable. 2. Several buildings were built in ancient Buddhist temples and palaces. At this time, they differentiated ornamental metal according to the hierarchy of the building. The higher the hierarchy, the greater the difference in the number of ornamental metal installations, materials, and decoration techniques. In addition, ornamental metal used in eaves is an important factor in the discrimination of the times as the type, number of members, and patterns change depending on the era. 3. The great feature of the eaves metal decoration excavated in the 7th and 8th centuries is the attachment of ornamental metal to the rafters and horsetails. This seems to create a sense of grandeur by removing the weight of the roof and giving the impression constructed regardless of gravity by supporting it with non-material materials.

• 생물환경조절학회지
• /
• 제22권1호
• /
• pp.7-12
• /
• 2013

측고, 연동수, 측창의 유무 및 천창의 위치에 따른 다연동 온실의 환기성능을 평가하기 위하여 다양한 유형의 연동 플라스틱 온실을 대상으로 실제 농가의 재배현장에서 환경계측 실험을 수행하였다. 실험 대상 온실은 모두 토마토를 수경재배하고 있는 농가였으며, 열수지 방법으로 환기율을 비교 분석하였다. 측고가 4m인 온실은 측고가 2m인 온실에 비하여 22% 정도의 환기율이 증가하는 것으로 나타났다. 9연동 온실은 5연동 온실에 비하여 17% 정도의 환기율이 감소하는 것으로 나타났다. 9연동 온실에서 측창이 없는 경우에는 측창을 설치한 경우 보다 환기율이 1/3 정도로 낮게 나타났다. 전체적으로 다연동 온실의 환기성능은 측고가 높을수록 좋고, 연동수가 많을수록 떨어지며, 측창이 없으면 현저하게 저하하는 것으로 나타났다. 또한, 측고가 높고 천창을 용마루에 설치한 경우의 환기성능이 가장 우수한 것으로 나타났다. 따라서 다연동 온실의 자연환기 성능을 극대화하기 위해서는 온실의 측고는 높이고, 지붕 환기창의 위치는 곡부가 아니라 용마루에 설치하며, 측창을 반드시 설치하고, 연동수는 10연동 내외로 제한하는 등의 구조개선이 필요하다.

• 건축역사연구
• /
• 제14권4호
• /
• pp.73-86
• /
• 2005

The purpose of this study is to prove the correlations among various factors what determined to formation of front elevation proportion system through making an actual survey and investigating. According to the analysis of them, we make conclusions as follows; 1, On the assumption that average distance of 1Kan(間) is 1, the height of foundation is 0.21, the height of floor from foundation is 0.24, the height of normal column from floor is 0.85, the height of eaves from foundation is 1.10. 2. Southeast faced buildings are wider than southwest faced buildings in the distance of 1Kan (間) in the range of $110{sim}220mm$. The height of foundation and floor in the southeast faced buildings are higher than those in southwest faced buildings beside the height of normal column, eaves, high column in the southwest faced buildings are higher than those in southeast faced buildings. 3. As number of front Kan(間) increases, the distance of 1Kan(間) decrease and the height of eaves and high column(高柱) increases. This is cause of making a maximum needed inner space by increasing the distance of 1Kan(間). This is an wisdom for living from ancestors. 4. As number of Dori(道里) increases, the distances of 1Kan are nearly same but the height of eaves and high column(高柱) increases about 300mm, This is a natural result from an increasing of building scale. 5. The distance of 1Kan(間) in later 19C building is most wide but, the unit heights are minimal average values at year 1900 as a reference mark. After this, the height of normal column, eaves, high column are higher about $170{sim}330mm$. 6. The number of Kan in front elevation, Dori(道里), and direction of building have correlations each other in proportion system of traditional housing An-Chae with significant level, p<0.05.

• 한국산학기술학회논문지
• /
• 제15권5호
• /
• pp.3192-3202
• /
• 2014

본 연구는 국가지정문화재로 지정된 목조건축물 중 합각지붕 형식을 가지고 있는 사찰의 주불전 32동을 대상으로 규모에 따라 규모별 구성요소의 구체적 특성을 분석하고, 주요 부재 상호간 미치는 영향이나 비례관계 등을 분석하여 향후 문화재 복원 및 보수를 위한 객관적인 기초자료를 제공하는데 목적으로 하고 있다. 연구 결과는 다음과 같다. 첫째, 평면비례는 3칸 건축물에서 도리통(전면)과 양통(측면)의 평균비례는 1.31:1 정도이며, 5칸 건축물 평균비례는 1.70:1로 이루어져 있다. 둘째, 주칸비례 및 위치별 기둥 굵기를 분석한 결과, 3칸 및 5칸 건축물 모두 어칸이 퇴칸이나 협칸에 비해 주칸을 넓게 형성한 것으로 나타났다. 또한 3칸 건축물 평균 기둥 굵기는 귀기둥 491mm, 평주 433mm 정도이며, 5칸 건축물에서는 귀기둥 595mm, 평주 511mm 정도의 굵기로 분석되었다. 귀기둥 굵기가 평주보다 평균 60mm~80mm정도 굵게 이루어진 것은 구조적인 안정성과 착시현상을 고려한 것으로 판단된다. 셋째, 건물규모(면적)에 따른 기둥 굵기, 처마 내밀기, 차마높이에 미치는 영향을 분석한 결과, 3칸 건축물에서는 건물규모(면적)가 큰 건물일수록 크게 나타나는 상관관계를 갖고 있는 것으로 나타났으나, 5칸 건축물에서는 건물규모(면적)에 크게 영향을 받지 않는 것으로 분석되었다. 넷째, 기둥과 처마와의 관계 분석 결과, 3칸 건축물과 5칸 건축물에서 모두 기둥 길이가 긴 건물일수록 처마높이와 처마 내밀기를 크게 둔 것으로 나타났으며, 특히 처마높이는 기둥 길이와 아주 밀접한 상관관계를 가지고 있는 것으로 분석되었다. 또한 3칸 건축물과 5칸 건축물에서 모두 처마 내밀기가 큰 건물일수록 처마높이도 높게 형성된 것으로 분석되었다.