• Title/Summary/Keyword: 운한각

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Analysis of Binding Media in Dancheong Sample from Unhangak Hall of Hwaryeongjeon Shrine, Suwon (수원 화령전 운한각 단청시편의 교착제 분석)

  • Park, Jongseo;Lee, Sun Myung;Mun, Seong Woo;Kang, Yeong Seok
    • Journal of Conservation Science
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    • v.37 no.3
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    • pp.245-254
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    • 2021
  • In this study, organic materials in Dancheong specimens were analyzed to establish a Dancheong preparation method in Unhangak Hall of Hwaryeongjeon Shrine, Suwon. IR and pyrolysis/GC/MS were applied to a Zuhong specimen and a gilded one. The IR spectra showed absorption peaks corresponding to C-O, C=O, OH, although they were different from those of animal glue, Asian lacquer, and drying oil. The Pyrolysis/GC/MS after the on-line methylation revealed Asian lacquer-derived components, such as methyl 7-(2,3-dimethoxyphenyl)heptanoate, and drying oil-derived components, such as nonanedioic acid, dimethyl ester. Based on these results, we estimated that Asian lacquer and drying oil were used in the Dancheong preparation. Small amounts of 3-methyl-1H-pyrrole were also detected, which could possibly originate from animal glue. The radiocarbon age of the specimens appeared to be between the late 17th to the early 20th century. This study potentially reports the first case of Asian lacquer detection in a Dancheong specimen in Korea.

Evaluation of Structural Performance of Unhangak in Suwon Hwaryeongjeon by Three-Dimensional Structural Analysis (3차원 구조해석에 의한 수원 화령전 운한각의 구조성능 평가)

  • Yeong-Min Kim
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.37 no.3
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    • pp.197-204
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    • 2024
  • In this paper, the structural performance of Suwon Hwaryeongjeon Unhangak, a representative traditional timber structure in the late Joseon Dynasty, was evaluated. Based on the structure composition of Unhangak, an analysis model was elaborately constructed with Midas Gen, a 3-dimensional structural analysis software. The safety and serviceability of major structural members were evaluated by static analysis, and the dynamic behavior characteristics were evaluated by eigenvalue analysis. Most of the members satisfied the safety and serviceability standards with a margin; however, the bending stress ratio in the oemogdori exceeds the standard by 20.7%, so it is considered that long-term monitoring is needed for this member. The natural period of Unhangak is 1.079 seconds, which is slightly longer than traditional timber buildings of similar scale. In particular, it is analyzed that torsional movement occurred in the secondary mode due to the influence of the rear masonry firewall.