伽藍建築に對する立體結構の應用と其の工夫、竝びに高野山金堂の構造に就て
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概要
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In Japan the Buddhist temple or the Shinto shrine has progressed as a wooden Stracture, and their ornament and construction are of the finest style in architectural world. But since they are all of wood, seismic visitation and fire can easily destroy their magnificient beauty. at the present day the concrete and steel as building materials are so extensively used in all other structures on account of their strong resistance to fire and seismic destruction, that they are also being gradually used for the purpose of building temples and shrines. But if we cover the all area of the large roof with the concrete slab, generally the columns prove incapable to stand well against the ravages of elements, wind or earthquake, even though they are made with concrete and steel, for, in addition to the heavy dead weight of the concrete covered roof itself, the columns have special entablatures on their tops which are comparatively fragile and delicate and reduce the dimension of columns. Especially if we use plane roof trusses, the external horizontal forces shall be distributed on each weak entablature of the columns and we can not induce the external stress in the direction of the available rigid walls or the rows of columns which, connected with rigid girders, may be transformed into the rigid frames. Consequently we have to increase wall thicknesses or column dimensions, thus generally diminishing the aesthetic value of the Japanese temple. It is really one of the most important problems in structural engineering to find some method of constructing the temple, which is symbolical of our faith, with reinforced concrete without uselessly damaging their fine style. I have availed myself of the costruction method of solid frame work in rebuilding the Koyasan-Kondo, which is one of the famous temples in Japan but was burned down in 1924 and is even now under decoration based upon the plan drawn up by Prof's. G. Takeda and S. Amanuma of the Kioto Imperial University. I think I have succeeded to some extent in inducing the horizontal force frecly to the rigid frame, which could be connected with the wall and be constructed suitably. As a matter of course, I could see that the weakest points of entablatures, which could resist direct pressure, were acted on only by the direct stress. This paper gives how to construct solid frame works for the Buddhist temples; then I take this opporturnity of recommending the use of continuoussolid frames in building Buddhist temples, because most of the columns will thus be made the suitable reaction points, without a shadow doubt.
- 社団法人日本建築学会の論文
- 1931-08-25
社団法人日本建築学会 | 論文
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