• Title/Summary/Keyword: Pyeongbang

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Species Identification of Wooden Elements Used for Daewungbojeon Hall in the Magoksa Temple, Gongju (공주 마곡사 대웅보전 목부재의 수종분석)

  • Kim, Soo-Chul;Jang, Jin-Young
    • Journal of the Korean Wood Science and Technology
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    • v.43 no.3
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    • pp.295-303
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    • 2015
  • Daewungbojeon hall of Magoksa temple is a korean traditional wood building well representing Joseon Dynasty architecture in the 17th century. The purpose of this study was to identify the wood species of 42 wooden elements collected from Pillar (Gidung), Head-penetrating tie (Changbang), Pyeongbang, Angle rafter (Chunyeo), End-angle rafter (Sarae) and Hwalju. According to the microscopical investigation, Pillar, Head-penetrating tie, Pyeongbang and Hwalju were identified as domestic hard pine species. However, Chunyeo were identified as either Zelkova serrata Makino or Gingko biloba L. and Sarae as exotic hard pine species. It might be related to the high replace rate of wood elements for the roof. Especially, exotic hard pine species seem to be replaced in recent years when Daewungbojeon hall was repaired.

Experiment of Lateral Load Resistance of Dori-Directional Frame in Traditional Wood Structure System (전통목구조 시스템의 도리방향 골조의 횡저항 성능에 대한 실험)

  • Lee, Young-Wook;Hong, Sung-Gul;Kim, Nam-Hee;Jung, Sung-Jin;Hwang, Jong-Kook;Bae, Boung-Sun
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2007.04a
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    • pp.241-246
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    • 2007
  • The capacity of a lateral load resistance of a joint with Jangbu-connection of Dori-directional frame in traditional wood structure system was studied, through experiments of 1/2 scaled and T-shaped 7 subassemblies of joint of Dori-directional frame for Deawoongjeon of Bongjungsa. From the experiment, it was shown that the capacity of a lateral load resistance was influenced by the vertical load confining joint and not influenced by the number of Chok and the depth of Changbang, And lateral load resistance mechanism is developed by the restraint between the vertical load and the contacting edge of column; if structure is pushed to the left, the top-right end of Pyeongju contacts with Changbang and left Changbang loses the contacts with Pyeongju and therefore only right Changbang can resist to lateral load.

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Species Identification of Wooden Elements Used for Daewungjeon Hall in the Bukjijangsa Temple, Daegu, Korea (대구 북지장사 대웅전 목부재의 수종 식별)

  • Yeon, Jung-A;Park, Won-Kyu
    • Journal of the Korean Wood Science and Technology
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    • v.41 no.3
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    • pp.201-210
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    • 2013
  • The purpose of this study was to examine the species of 117 wooden elements which were used in the Daewungjeon Hall (National Treasure No. 805, constructed in A. D. 1659) of Bukjijangsa Temple, Daegu, Korea. Pillars were identified as 5 red pines (hard pines; most likely, Pinus densiflora S. et Z.), 2 Cerris section of subgenus Lepidobalanus (deciduous oaks) and 3 Tsuga spp. Hwalju columns were 3 Abies spp. and 1 red pine. Head-penetrating ties were 8 red pines and 1 Cerris sp.; Pyeongbang, 3 red pines and 6 Cerris spp. Purlins were identified as 17 red pines, 16 Cerris spp. and 1 Tsuga sp. Angle rafters were 3 red pines and 1 Cerris sp., and end angle rafters, 2 red pines, 1 Zelkova serrata and 1 exotic hard pine. All of brackets (31 woods), jangyeo (4) and deot-chunyeo (2) were identified as red pines. As a whole, red pines (70.1%) and Cerris (22.2%) were major species used in the Daewungjeon Hall of Bukjijangsa Temple. Tsuga, Abies and exotic hard pines seem imported woods used for recent repairs.