• Title/Summary/Keyword: 지붕 구조틀

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A Study on the Hipped-and-Gable-Roof Framework of Muryangsujeon of Buseoksa Temple (부석사 무량수전 측면 지붕부 결구의 구성방식에 관한 재고(再考) - 중국 원대(元代) 이전 목조건축과의 비교를 중심으로 -)

  • Cha, Ju-hwan
    • Korean Journal of Heritage: History & Science
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    • v.49 no.3
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    • pp.78-103
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    • 2016
  • This research is a study on the side framework structure of the hipped and gable roof of Muryangsujeon at Buseoksa Temple. There is a record that Muryangsujeon was deconstructed and repaired in the period of Japanese Occupancy, and its authenticity has continuously been called into question because the structure of the hipped and gable side roofs, and the bonding of the rafters and eaves were not in good order and very different from those of Joseon Dynasty. Scholars date it differently. It is either dated at 13th century or 12th century. This study compares the non-planar configuration of the middle and front proportions of Muryangsujeon's hipped-and-gable-roof framework with those of the Tang(唐) and Song(宋) Dynasties in China. It concludes that the hipped-and-gable-roof framework of those architecture were built with the same technique. The style of architecture that side rafters directly touch the internal security (梁), like in Muryangsujeon, is not usual even among the hipped and garble roofs of the Tang(唐) and Song(宋) Dynasties. The technique of constructing the hipped roofs developed much further after the Tang Dynasty because they began to use garble eaves to build the side structure. The technique seems to have developed greatly by the period of Ming and Qing Dynasties. It also seems that the parallel-flat (平行輻射椽) rafter, which is the form of rafters used between the parallelrafter period and the half-flat-rafter period is very similar to the construction style of the current rafters of Muryangsujeon. However, the Muryangsujeon's eaves do not touch the corner rafter from the middle part. This seems to be a unique style, which is not common in China. In conclusion, the style of the side roof framework of Muryangsujeon at Buseoksa Temple is not of the China's southern regions, but of the northern regions of Tang(唐), Song(宋) and Liao(遼) Dynasties. And when considering the construction year and proportions of the middle front and side front on the same flat, this must be an ancient technique of the northeastern regions of Asia. Since it is likely that the structure of the side roof framework of Muryangsujeon at Buseoksa Temple has not been altered but is a unique style of hipped and gable roofs, this roof can serve as a good guide to restoring the hipped and garble roofs of the pre-Goyreo Dynasty period.

On Study the Safety Assessment of Accident Electric Multiple Units (전동차 구조체의 안전성 평가 연구)

  • 정종덕;김정국;편장식;김원경;홍용기
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2004.10a
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    • pp.1105-1108
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    • 2004
  • This paper describes the structural analysis result and load test result of accident EMU(Electric Multiple Units). Structural analysis and load test of EMU were performed for the criteria of safety assessment. Structural analysis using commercial I-DEAS software provided important information on the stress distribution and load transfer mechanisms as well as the amount of damages during rolling stock crash. The purpose of the load test is to evaluate a safety which carbody structure shall be considered fully sufficient rigidity so as to satisfy proper system function under maximum load and operating condition. The results have been used to provide the critical information for the criteria of safety assessment.

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A Study on the Acceptance of Western timber structure and the Interior space of Church buildings in the early modern period in Korea - Focused on the roof structure of church architecture in the Flowering and Japanese occupation period - (한국 근대초기 서양 목구조의 수용과 교회 내부공간형태에 관한 연구 - 개화기와 일제강점기 교회건축의 지붕틀 구조를 중심으로 -)

  • Kim Jung-Shin
    • Korean Institute of Interior Design Journal
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    • v.14 no.5 s.52
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    • pp.10-17
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    • 2005
  • This Study is concerned with the acceptance of Western timber structure and the interior space of church buildings in the early modern period in Korea. Timber roofs have represented a wide variety of constructional forms and have been fundamental to any technological appraisal of the evolution of both of Western and Eastern architecture. Especially the roof structure of the church buildings reflects the technological level, aesthetic sense, and spacial concepts of the age. Between Western timber structure and Korean timber structure, there are many differences in not only structural form but also form of roof, members, load, frame system and etc. And there were various types of framing technique such as timber truss, timber arch, timber vault in the western style church architecture in the early modern period in Korea. I have summarized the character of the acceptance process of Western timber structure and the influences on the interior space of church buildings.

A Study on the Structural Safety of the Roof Improvement Project (슬레이트지붕 개량사업 구조안전성 검토)

  • Kang, Kyung-Soo
    • Journal of the Korean Institute of Rural Architecture
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    • v.20 no.1
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    • pp.19-26
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    • 2018
  • The roof improvement project is being carried out under the government's leadership for the sake of national welfare. The project is to replace the asbestos slate roof with a metallic one. In this study, the structural safety of the improved roof was examined and the project guidelines were reviewed. The causes of the roof damage were investigated and the structural analysis was performed for the roof frame subject to wind and snow loads. Metallic roof assemblies have higher strength and load resistance capability than usual slate ones, so the structural safety is governed by the frame. The stresses of the roof frame elements caused by the wind and snow loads were analyzed according to roof frame with various spacings between the rafters and the purlins. Wind load analysis was performed by 24, 28, and 38 m/sec of the basic wind speed. Snow load analysis was carried out by 0.5, 1.0 and $2.0kN/m^2$ of the ground snow load. As the analysis result, the current spacing and the size of the lumber did not satisfy the Korean building code specification. To secure the safety of the roof improvement project, the spacing of the roof frame elements and the size of the lumber should be determined based on the analysis results by structural engineers.

A Study on the Formation and Characteristics of the Wooden Church Architecture in Andong Area (안동지역(安東地域) 목조교회건축(木造敎會建築)의 형성(形成)과 특성(特性))

  • Kim, Soo-Jin;Dho, Sun-Boong;Han, Kyu-Young
    • Journal of the Korean Institute of Rural Architecture
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    • v.4 no.2
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    • pp.39-48
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    • 2002
  • The purpose of this study was to analyze and explain the formation and characteristics of wooden church architecture in Andong area from 1902 to 1975. Especially, I tried to find out the characteristic of wooden construction and the influence of typical form of Andong church architecture to the small church of nearby Andong rural area. This study was carried out the actual inspection of existing architecture through analysis.

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A Study on the Ecological Characteristics and Changes of the Shigeru Ban Exhibition Space (시게루 반 전시공간의 생태적 특성과 변화 연구)

  • Tian, Hui;Yoon, Ji-Young
    • The Journal of the Korea Contents Association
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    • v.22 no.2
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    • pp.147-161
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    • 2022
  • This study examined changes in the ecological characteristics and design characteristics of Ban's exhibition space in three representative temporary exhibition halls and three permanent exhibition halls designed by Ban Shigeru since 2000. Through the investigation of the concepts and characteristics of ecological architecture, the design characteristics of exhibition space, the analysis framework of the design characteristics of exhibition space and the design elements of ecological architecture is obtained. The analysis results show that there are big changes between the temporary exhibition space and the permanent exhibition space in terms of building scale, space composition, function, materials and technology. On the one hand, the temporary exhibition space used recyclable materials, such as paper tubes, containers to be assembled on site into a single-layer space focused on display. The assembly method was simple and the construction period was short. After the exhibition, the exhibition space were dismantled. The materials were either transported to the next display site or recycled and reused. On the other hand, the permanent exhibition space used reinforced concrete as the main structure, and used a large amount of wood and glass materials to construct a multi-layered composite cultural space that separated the exhibition space and the leisure space. In terms of ecological characteristics, the building materials of the temporary exhibition space were recycled and no industrial wastes were generated after the demolition. The permanent exhibition hall uses eco-friendly wood for the roof and walls, so it is easy to replace and repair. Both types of exhibition halls are changing ecological architecture in a more sustainable direction by saving resources and energy through natural light and ventilation.