• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2007년도 정기 학술대회 논문집
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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.

• 건축역사연구
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• 제21권2호
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• pp.7-20
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• 2012

As the corner of wooden pagoda forms the roof by closely bordering left and right eaves on the various purlins and angle rafters, it is designed for every face to be recognized as front whose structure system increases load to bear proportionally. The corner of wooden pagoda is inseparable with the corner bracket set as it becomes stable thanks to the corner bracket set structurally and load burden under restrained structure makes the corner bracket set really important. Accordingly, this study could figure out some facts by analyzing corner bracket sets of Palsangjeon of Beobjusa Temple in Korea, Seokgatap of Bulgungsa Temple in China and Ojungtap of Beobryungsa Temple in Japan which were constructed with pure wooden structure. This study demonstrated that corner bracket set played a pivotal role in keeping balance of concentrated load of corner (corner of opening) in each floor that contributed to the stability of wooden pagoda structurally despite multiple duplications of floors and also figured out the outfit of corner bracket set was subject to the floor type and the cross section of Gongpo installed on top of Pyeongju. Wooden pagodas in 3 countries were two floor types of octagon and square, and employed different connection method between upper and lower floors. The difference between floor and duplication method determines the method of corner, but even different methods were sufficient to have entirety in every side by completing dynamic principle of corner bracket set even though old method had to solve the problem of concentrated load and it also confirms that it was essential Gongpo to prevent any deformation of corner.

• Journal of the Korean Wood Science and Technology
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• 제32권1호
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• pp.88-95
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• 2004

경복궁의 정전 건물인 근정전에 쓰인 목재의 수종을 식별하기 위하여 기둥, 보, 도리, 창방, 박공 등 총 144점에 대하여 조사한 결과, 소나무와 전나무 두 수종이 식별되었다. 기둥은 1층의 경우 평주 20개 중 11개가 전나무, 9개가 소나무, 내진고주는 12개 중 7개가 전나무, 5개가 소나무, 그리고 귀고주는 3개가 전나무, 1개가 소나무로 식별되어 소나무보다 전나무가 차지하는 비율이 더 높았다. 2층 기둥 16개는 모두 소나무로 구성되어 있었다. 기둥 이외의 다른 부재는 총 92개 중 도리 2개만이 전나무였고, 나머지는 모두 소나무였다. 우리나라 궁궐의 목재가 소나무로 만들어졌다는 통설은 사실과 다르며 재료 수급에 따라 다른 수종도 사용되었음이 밝혀졌다. 조선말 소나무 장대재(長大材)가 고갈되어 강도가 떨어지는 전나무로 기둥을 많이 쓸 수밖에 없었던 것으로 생각된다.