• Title/Summary/Keyword: 정면 3칸 불전

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A Basic Study on the Comparison for Restoration with 3×2 Kan Central Hall Remains and Extant Hall of Buddhist Temple in Joseon Dynasty (조선시대 3×2칸 주불전지 복원을 위한 현존 주불전과의 평면 계획비교에 관한 기초연구)

  • Kim, Hwan-Chol;An, Dai-Whan
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.19 no.12
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    • pp.340-352
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    • 2018
  • This study presents a method to find the extant central halls with the plan most similar to the remains and to find out and compare the architectural style of extant buildings for the restoration. In the Joseon dynasty, there existed both remains and the extant hall. In particular, the $3{\times}2Kan$ hall is the minimum size that functions as the hall, so the number of comparison articles is small. The subjects are three remains and 29 Extant Halls. The absolute size of the comparison articles are the Area, Ratio of front/side, and the relative sizes are the Ratio of front Eokan/Hyeopkan and Ratio of the front Eokan/the side row. The Daeungjeon remain in Bugjijangsa is similar in absolute size and relative sizes to Oeosa daeungjeon. The Bubdang remain in Seonchalsaji is similar to Sangwonsa daeungjeon in the Area and Ratio of front/side, and similar to Daejeogsa geungnakjeon in the Ratio of front/side and Ratio of front Eokan/Hyeopkan. The Bubdang remain in Seungseonsaji is similar to Seodongsa daeungjeon in the Area, Ratio of front Eokan/Hyeopkan and Ratio of the front Eokan /the side row. Consequently, this method has high value as a way to expand by other comparison articles.

A Study on the Adjustment of Eaves Curve and Roof Length of Three-Bay-Kan Buddhist Temples with the Hipped and Gable Roof (정면 3칸 팔작지붕 불전의 처마 곡선과 지붕 길이 조절에 관한 연구)

  • Wi, So-Yeon;Sung, Dae-Chul;Shin, Woong-Ju
    • Journal of architectural history
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    • v.26 no.3
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    • pp.39-49
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    • 2017
  • It is difficult to build a hipped and gable roof in slender rectangular type due to restraint in variation of lateral length caused by gongpo arranged on the side, purlin space and the form of gable part and aesthetical effect of chunyeo maru. Against this backdrop and with the assumption that this phenomenon is more apparent in roofs of three-bay-kan Buddhist temples with the hipped and gable roof among national treasure Buddhist temples, this study has aimed to prove that a roof can be built in a less slender rectangular type than that of flat form and to present the building methodology and found the following findings. First, The ratio of lateral to longitudinal length of the roof has been adjusted by protruding the chunyeo and the method of adjusting the ratio of lateral to longitudinal length of the roof is considered to be determined depending on the availability of woods to be used in chunyeo. Second, in order to symmetrically arrange the edge of the roof, which is critical from the perspective of construction morphology, the chunyeo angle has been intentionally adjusted to reduce the gap of length between the front roof and the lateral roof. To sum up, the characteristic of the hipped and gable roof, which is difficult to be built in slender rectangular type, is more clearly shown in the roof and it is identified that the length of the front roof and the lateral roof has been intentionally adjusted to achieve the symmetrical arrangement of roofline of the roof edge.

A Study on Constructing Eave Curve of Part Chunyeo in the Three-Kan Hipped and Gable-roofed Buddhist Temples (정면 3칸 팔작지붕 불전의 추녀부 처마 곡선 구성 방법에 관한 연구)

  • Wi, So-Yeon;Sung, Dae-Chul;Shin, Woong-Ju
    • Journal of architectural history
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    • v.26 no.4
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    • pp.35-44
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    • 2017
  • The purpose of this study is to classify three-Kan hipped and gable-roofed Buddhist temples with the construction of their eave curve of part chunyeo and examine the characteristics and causes. The conclusions have been drawn as follows: First, there are largely three ways to secure symmetry in eave curve of part chunyeo. One is to obtain symmetry in eave curve of part chunyeo by making the size of eaves curves on well sides the same and forming symmetric curves in the front section along with the side roof and then forming the straight line in the central part (hereinafter referred to as the long straight line section method). The second is a method to enlarge eaves curves in the front and form eaves curves on the roof section to be symmetric (hereinafter referred to as the front is larger than side eaves curves method). The third is the method to make eaves curves in the roof section to be symmetric by adjusting the roof length and making difference between the front and side roof's length minimum (hereinafter referred to as the roof length-controlling method). Second, there are 16 cases applying two or more methods, and they are the mainstream. Third, there are 12 cases applying the front is larger than side eaves curve method and roof length-controlling method both, which seems to be the most universal. To sum up, they secured symmetry in roof edges considering the construction of seonjayeon and pyeongyeon according to the size of the structure, recognition on the directions of entrance into the area of the building, forms of planes, harmony with structures around, recognition on roof curves in accordance with the size, and also structural faults in the chunyeo part.