An Analysis of Architectural Scale and Member Dimensions for Single Story Buddist Buildings

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2020 Vol.5, Issue 3 Preview Page Next Page

Article

An Analysis of Architectural Scale and Member Dimensions for Single Story Buddist Buildings 단층 불전 건축문화재의 건축규모 및 부재치수에 관한 분석 연구: 신은미¹, 하태욱²^†, 김형준³
Eunmi Shin¹, Taeuk Ha²^†, Hyungjun Kim³; ¹국립문화재연구소 안전방재연구실 연구원
²^†국립문화재연구소 안전방재연구실 학예연구사
³국립문화재연구소 안전방재연구실 학예연구사

¹Researcher, Safety and Disaster Prevention, National Research Institute of Cultural Heritage
²^†Researcher, Safety and Disaster Prevention, National Research Institute of Cultural Heritage
³Researcher, Safety and Disaster Prevention, National Research Institute of Cultural Heritage

31 December 2020. pp. 185-194

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Abstract

In this study, as part of a study on securing the safety of architectural cultural properties that are continuously emerging, the characteristics of the scale of the building and the dimensions of members were analyzed for single-story Buddhist buildings (70 buildings) among national cultural heritage. Many buildings have 3-Kan in the front, and the roof area is about twice the building area. The eaves length shows different results depending on the roof type and bracket complex, and is affected by Hwalju and the number of Oechulmok. Slenderness ratio of column are distributed almost 30, and the width and height ratios of Changbang and Pyeongbang are 1:1.42 and 1:0.53. Through the analysis results of the dimensions of these members, we intend to apply them to the quantification of structural performance evaluation in the future.

Keywords

Buddhist building

Architectural scale

Member dimensions

Distribution load

Eaves length

본 연구에서는 지속적으로 대두되는 건축문화재의 안전성 확보에 관한 연구의 일환으로 국가지정문화재 가운데 단층 불전 건축물(70동)을 대상으로 건축규모와 부재 치수의 특성을 분석하였다. 다수의 건축물은 정면 3칸의 규모를 가지며, 지붕면적은 건축면적의 약 2배로 나타난다. 지붕의 내밀기는 지붕 및 공포 형식에 따라 상이한 결과를 보이며, 활주와 외출목수의 영향을 받는다. 기둥의 대부분은 세장비 30 전후에 분포하며, 창방과 평방의 단면은 너비와 높이비가 각각 1:1.42, 1:0.53로 나타난다. 이러한 부재 치수의 분석 결과를 통하여 향후 구조적 성능 평가의 정량화에 적용하고자 한다.

키워드

불전 건축물

건축규모

부재 치수

분담하중

처마내밀기

References

Agency for Cultural Affairs, Implementation Guidelines for Preliminary Seismic Assessment of Important Cultural Properties (Buildings), Government of Japan, 2012.
Ban, S. (1941). Statics of Building Construction Relationg to Japanese Temples and Shrines (Part 1), Architectural Institute of Japan, 21, 252-258.https://doi.org/10.3130/aijsaxxxx.21.0_252
Go, J.J., Lee, J.S. (2014). Properties of components for the Dapogye of hipped and gable roof wooden building, Journal of the Korea Academia-Industrial Cooperation Society, 15(5), 3192-3202.https://doi.org/10.5762/KAIS.2014.15.5.3192
Hong, S.G., Jung, S.J., Lee, Y.W., Hwang, J.K. A Study on the Structural Performance Evaluation of Wooden Cultural Heritage, National Research Institute of Cultural Heritage, 2005.
Ko, Y.H., Park, E.K. (1991). A study on the proportion method of projecting eaves on wooden architecture in Korea, Journal of the Architectural Institute of Korea, 7(5), 125-133.
Ministry of Land, Infrastructure and Transport, Korea construction standards (KDS 41 90 05), 2019.

Information

Publisher :The Society of Cultural Heritage Disaster Prevention
Publisher(Ko) :문화재방재학회
Journal Title :Journal of the Society of Cultural Heritage Disaster Prevention
Journal Title(Ko) :문화재방재학회논문집
Volume : 5
No :3
Pages :185-194

[1] Agency for Cultural Affairs, Implementation Guidelines for Preliminary Seismic Assessment of Important Cultural Properties (Buildings), Government of Japan, 2012.

[2] Ban, S. (1941). Statics of Building Construction Relationg to Japanese Temples and Shrines (Part 1), Architectural Institute of Japan, 21, 252-258.https://doi.org/10.3130/aijsaxxxx.21.0_252

[3] Go, J.J., Lee, J.S. (2014). Properties of components for the Dapogye of hipped and gable roof wooden building, Journal of the Korea Academia-Industrial Cooperation Society, 15(5), 3192-3202.https://doi.org/10.5762/KAIS.2014.15.5.3192

[4] Hong, S.G., Jung, S.J., Lee, Y.W., Hwang, J.K. A Study on the Structural Performance Evaluation of Wooden Cultural Heritage, National Research Institute of Cultural Heritage, 2005.

[5] Ko, Y.H., Park, E.K. (1991). A study on the proportion method of projecting eaves on wooden architecture in Korea, Journal of the Architectural Institute of Korea, 7(5), 125-133.

[6] Ministry of Land, Infrastructure and Transport, Korea construction standards (KDS 41 90 05), 2019.

Journal of the Society of Cultural Heritage Disaster Prevention ISSN:2508-2825(Print) 문화재방재학회논문집

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