日本建築学会論文報告集

表紙

原稿種別: 表紙
1960 年 65 巻 p. Cover1-
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_Cover1

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目次

原稿種別: 目次
1960 年 65 巻 p. Toc1-
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_Toc1

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CONTENTS

原稿種別: 目次
1960 年 65 巻 p. Toc2-
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_Toc2

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1 オートクレーブ養生が石綿セメント板の強度及び歪に及ぼす影響について

藤井準之助

原稿種別: 本文
1960 年 65 巻 p. 1-8
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_1

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Author showed the theory that Asbestos-cement Board's Strength relatived the product of function with density, young's modulus, Asbestos' specific surface area by hydrated cement's strain. And author discussed these factor to Autclaved and Atomosphere cured Asbestos-cement Boards which contained fine silicarous aggregate or not. a. At atomosphere curing (non-silica), actual value of Asbestos ratio that get maximum strength were over than theoretical value. b. At autclave curing (non-silica), Asbestos ratio was the same as above, but absolute value of strength was small. The poor Asbestos ratio and the higher curing temperature made strength lower at long age. c. At atmosphere curing (non-silica), physical properties were influenced by making pressure, but at autclaving (non-silica) small. d. Autclaving without silica made worng to Asbestos, but autclaving with silica made not worng to Asbestos for low base. e. In spite of curing method, the Asbestos' effect influencing strength were showed by the product of Asbestos' fiber content by Asbestos' specific surface area. f. Asbestos-cement boards' creep and strain were relatived hydrated cement's structure and Asbestos ratio. The result were following table. [table]

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2 鉄筋コンクリート造建物の耐久性向上に関する考察

岸谷孝一

原稿種別: 本文
1960 年 65 巻 p. 9-16
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_9

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鉄筋コンクリート造建物の耐久性は,基本的にはコンクリートの中性化と鉄筋腐蝕の問題である。筆者は昭和26年以来,この観点から実験的研究を行い,その都度学会あるいは雑誌を通じて結果を発表してきた。しかしこれらの報文は,一つのシリーズとしての研究を部分毎に区切りをつけて発表したもので,シリーズ全体としての考察はあまり行わなかった。本論文は筆者の今までに発表した報文を全体として検討したもので,とくにコンクリートの材料・調合に関連する要因と中性化速度について論じたものであって,現行の各種コンクリートに適用する中性化計算式を提案し,あわせて耐久上必要な水セメント比の限度を定める方法を示し,実用に供するため計算図表を作製した。

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3 摩擦法則にもとずく土質の力学的分類 : 土の真の粘着力と真の内部摩擦角に対する考察

吉成元伸

原稿種別: 本文
1960 年 65 巻 p. 17-24
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_17

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At present, Coulomb-Hvorslev equation is understood with two meanings on the soil mechanics. The conventional angle of internal friction and cohesion of soil are shown as φ and c on the Fig. 1, but there is another way of thinking of this failure criterion on the original sense, which is adopted to the true angle of internal friction and true cohesion of soil, occuring on failure plane of the soil actually. On Fig. 1, the true angles of internal friction and true cohesions are shown as φ_1, φ_2 and c_1, c_2. c and φ are obtained from shearing test (triaxial compression test) to the condition of soil with equivalent water content, when soil is sheared. To these meanings of this failure criterion, the mechanical properties of soil of several kinds (clay → sand) were analyzed in this study. Conclusively, the property of shearing strength of soil is arranged to the three ranges of conventional angle φ as following, 1. φ>26°, φ=φ 2. 26°>φ>20°, φ>φ 3. 20°>φ, φ≫φ The relation between φ and φ is shown graphically on Fig. 10, and the values of φ and φ shown are those on the consolidated quick shear of soil.

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4 軟弱地盤における建築物の不同沈下対策に関する基礎的考察

横尾義貫, 山肩邦男, 佐藤寛

原稿種別: 本文
1960 年 65 巻 p. 25-33
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_25

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This paper contains fundamental discussions to restrain the differential settlements of structures due to consolidation of clay strata. At first, results of a investigation on the differential settlements of structures in Osaka city are stated in Chapter 2. As structural members are more or less in state of plasticity, the effect of the plastic rigidity and that of creep of members are taken into consideration in the theory. From the numerical calculation on the structure shown in Figure 3, we can see it is in such a state that yield hinges would take place・in the base beam at the value of deflection angle θ≒2×10^<-3> under the design load. The principle of the method to restrain the differential settlements is lead as follows. 1. The deflection angle θ of upper-structure must be restricted within the allowable value θ_A. 2. For the purpose, the followings ought to be taken into consideration. a) the increase of rigidity of base beam or wall of the basement, b) the decrease of effective pressure in clay strata, accordingly of the quantity of settlement. 3. The maximum allowable value of θ_A might be in the range of 0.8〜1.5×10^<-3> as shown in Figure 17, for the quantity of reinforcement, the rigidity of column and the depth of beam. 4. The rigidity of base beam must be restricted in the limit that its maximum moment does not reach to the yield moment.

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5 1層建築物に於ける組立コンクリート床版変形の横力分布に及ぼす影響 : 桁行壁体なき場合(1)

山田孝一郎

原稿種別: 本文
1960 年 65 巻 p. 34-42
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_34

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近年工期の短縮及び仮枠等の節約より,既製コンクリート床部材を梁等にかけて敷きならべ,床に使用する組立コンクリート床版が漸次用いられる傾向となり,これにともない,各形式の組立コンクリート床版の水平剛性に関する実物大実験が行われた。その実験結果より,組立コンクリート床版{最小床版厚=(3〜4)cm}の弾性範囲における水平剛性は,これと同寸法の一体式現場打コンクリート床版のそれの1/2〜1/3であることが指摘された。したがって,床版厚さ(10〜15)cmの一般に用いられる一体式現場打コンクリート床版のそれの1/5〜1/10位になることが予想される。しかるに,有壁無壁のラーメンより構成されたる建物で,耐震壁間の距離が大きくなると,地震時,壁体間の床版(一体式コンクリート床版)は水平方向に大きく曲げ及び剪断変形をなす結果,壁体間の中央附近にあるラーメンの変形が増大しその負担震力もこれに比例して増加する。それ故,この様な場合には,従来広く用いられている剛床仮定の横力分布法では不十分であることが知られている。そこで,本文では,既往の組立コンクリート床版の実物大実験を参考にして,組立コンクリート床版の弾性範囲の水平剛性を理論的に解析し,これら組立コンクリート床版を有壁無壁のラーメンより構成きれたる建物に用いたとき,地震時,組立コンクリート床版の水平方向の曲げ及び剪断変形さらに回転(建物の捩れ)等により,建物各部の応力分布が一体式コンクリート床版を用いた場合に比し如何に異なるかを理論的に解析し,構造設計上の指針を求めるための基礎的研究として,桁行壁体なき1層建築物の場合を対象として取扱ったものである。

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6 中央部薄肉床版の実験的研究

土橋由造, 井野智, 鈴木国雄

原稿種別: 本文
1960 年 65 巻 p. 43-48
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_43

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Loading tests of reinforced concrete slabs (one of equal depth and two above mentioned) are made. Deflections resulted at main points on these slabs are compared with the corresponding values obtained by the finite difference method. Their behaviors, especially mades of collapsing are observed. The results are summarized as follows. 1) So far as the tested slabs are concerned even slabs with the ratio of thickness of central to peripheral parts 1:2, the effect of membrane stresses are considered to be very small. 2) Observed deflections at each point are nearly equal to analytical. 3) The experiments produced a close value to the ultimate load calculated by the ultimate strength design method which is based on the yield-line theory.

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7) STRESSES OF THIN PLATES OF CANTILEVER TYPE STRETCHED OUT AROUND AN EXTERNAL ANGLE

土橋由造

原稿種別: 本文
1960 年 65 巻 p. 49-53
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_49

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Though plates as titled are practically useful as pent-roofs etc., no adequate solution has been found for their stresses. In this paper the author applies the method of finite differences to solve three of such cases different in boundary condition and subjected to a uniform load. Above all, the modes of stress concentration at the corner of each plate are comparatively examined.

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8 拘束された部材の横座屈 : I.座屈拘束とその効果

鈴木敏郎

原稿種別: 本文
1960 年 65 巻 p. 54-59
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_54

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If columns and beams of deep but narrow cross section such as I-Beams are loaded in the plane of the web, they may buckle sideway. But, when they are braced laterally at some points, the critical loads of them may be affected by lateral supports. This chapter gives an approximate analysis, using the energy method, for the lateral buckling of elastic columns and beams with lateral bracing. And then the author has presented numerical solutions of some examples and discussed about characteristics of effective bracing.

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9 プレストレスト・コンクリート・シェルにおけるケーブルの配置とプレストレス力との関係

兼田啓一

原稿種別: 本文
1960 年 65 巻 p. 60-65
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_60

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The prestressing of the shell is introduced with an application of prestressing forces to shell concrete from stressed cables which are placed on the middle surface of the shell. The stressed cables apply prestressing forces on shell boundary and on shell surface. Thus there act the prestressing forces besides the external working forces. As a flexible cable is placed and stressed along a curve x=x(u^1(s), u^2(s)) drawn on a shell surface x=x(u^1, u^2), the cable stresses T are expressed by the equation: [numerical formula] Then, the prestressing forces applied to shell boundaries from both anchored ends (s=a,s=b) of the cable, are written as: [numerical formula] and [numerical formula] While the intensities p of the prestressing forces applied along the curve are expressed in the form:[numerical formula] where [numerical formula]: Christoffel symbol, [numerical formula] and H_<jk>=x_<j,k>・n. In the expressions above, we take u^1, u^2 as parameters on the surface, s as a parameter along the curve so that [numerical formula] in the equation x=x(u^1(s),u^2(s)), and each index i,j,k(=1,2) is used under conventions. In the expression for p with three terms, the first term represents the component of tensioning losses by Coulomb's frictions, that is tangential to the curve, the second represents the component tangential to the surface, that is perpendicular to the first, and the last represents the component normal to the surface, that is perpendicular to the others respectively. If the frictional losses are ignored, the intensities p are normal to the shell surface as cables are placed along geodesics on the surface, and are tangential as cables are placed along asymptotic curves on the surface. Especially, arranging cables according to anticlastic pairs of geodesics on the shell surface of negative curvature, they are related to a structural concept of the "Hangende Dach" constructions.

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10 越屋根の換気性能

石原正雄

原稿種別: 本文
1960 年 65 巻 p. 66-72
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_66

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This paper, one of a series is limited to fundamental finding from a experimental study on the ventilation through monitor roof. It is reasonable that the ventilation characteristics of the monitor were expressed by the outdoor, free wind speed, monitor flow rate or the mean air-velocity at the monitor inlet and the static pressure at the same point. The shapes of the ventilation characteristics curves are depend on the three elements, that is the wind pressure coefficient, flow resistance of the monitor and the size of the stagnant zone produced by the building roof and monitor roof. The relation between size of the stagnant zone and monitor flow rate were find by the fundamental testing on the ventilation rate of the opening on the flat plate and in stagnant zone produced by the wind-break plate standing on the same flat plate. Next step, finding is the effect of the wind break plate in the case of the monitor roof and various dimentions of the monitor. Difference between characteristis of the monitor on the flat roof and the pitched roof is. 1) that the increases of the clearance between wind-brake plate and roof surface, decreases the flow rate in the case of the flat roof and increases in the pitched roof. 2) that the effect on the flow rate of the wind break plate is very obvious in the case of pitched roof but in the flat roof is uncertain. It is advisable the obtaining the uniform frow rate for any wind direction by the application of the wind-brek plate.

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11 床下湿気の許容限界に関する考察 : 床下湿気の研究(III)

上林博雄, 斎藤昇

原稿種別: 本文
1960 年 65 巻 p. 73-78
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_73

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There is the spase under the Floor to control partially both temperature and humidity in the room. The more the space is closed by the fondation wall, the more it controls temperature in the room, but the worse it controls humidity there. The damp under the floor brings decay to timbers there. In this report we have got the rapidity of decay to a timber by many experiments, then K=F (m, θ, 〓, f) K=Coef. of diffusion of decay (cm^2/week) m=Material (timber) θ=Temperature (c) 〓=Humidity (%) f=Fungus We may define the superior limit of damp under the floor in some condition, in wich a floor joist (4×4cm, cryptomeria) will decay with poria vaporaria to grow so week as 1/3 strength for 50 years.

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12 室内における流速の水平分布 : 室内通風に関する研究

塘一郎

原稿種別: 本文
1960 年 65 巻 p. 79-85
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_79

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This report, one of a series, is limited to fundamental findings from experimental study on air-velocity distribution in a model room due to cross ventilation through windows by natural wind. General view of experimental results is for example as Fig. 4. The basis of air-velocity distribution in a room is the maximum velocity curves. Each of these curves is composed for dominant processes shown in Fig. 5, that is, (1) process of increasing velocity at immediately after inlet. (2) process of constant velocity, or nucleus of jet. (3) process of decreasing velocity after (2). (4) process of increasing velocity at immediately before outlet. In the practical problem, (2) and (3) processes which occupy almost all of the room space are important. These processes in the maximum velocity curves are influenced by dimension and shape of room and openings, or opening ratio (area of outlet/area of inlet), outdoor wind velocity etc. But in this study, experimental results are principally examined from opening ratio and shape of inlet and outlet. By this study which is limited only in case of model room and outdoor wind being constant, it becomes clear that (1) air velocity at nucleus of jet is generally determined by opening ratio, and slightly by shape of inlet and outlet. (2) length of nucleus of jet is propotional to Reynold's number as Fig. 9. It is yet difficult to express condition of decreasing velocity in (3) process by a general formula. But it becomes clear that rate of decreasing velocity depends upon dimension and shape of room and openings, and is approximately in inverse proportion to distance from inlet.

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13 外気温による室内気温の振巾比と位相差 : P-Φ曲線について

幸田彰

原稿種別: 本文
1960 年 65 巻 p. 86-91
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_86

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They are called P-Φ curves, and available for deciding a few insulation characters of the buildings such as quantity of heat loss through walls (Qw), Ventilations (Qv) or loss by heat capacities of inner articles (Qc). These curves are based on the theory by proof. T. Maeda and a few development were made by author. These are as follows: (Fig. 6-3 & Graph. 4) P-Φ curve where Qv=0, Qc=0, are called "Standard P-Φ curves". If the thickness of the wall goes to large, the standard curves become closely to the inclination of the infinite thick wall. (Fig. 6-3 & Graph 5) When the heat losses occur by ventilation or thin wall, the point K_0 which is on the standard curveline will move to the point K_m along arc-like curveline. This is called Ventilation line and it vanishes to the origin point when the Qv goes infinite, "m" is the ratio of Qv/Qw. (Fig. 7-3 & Graph 6 or after) The point Km changes to the point K_n along a capacity curve line by the quantity of inner capacity such as room air and light articles. Where "n" is the ratio of Qc/Qw. (Fig. 9-1) The capacity curve which through the origin is called the "Limiting curve line" or the "Measuring line". The intersection point between the limiting line and a ventilation line is called the "Measuring point". All the capacity curve lines which start from any point on a certain ventilation line will meet at the "measuring point Kx. (Fig. 9-1) P-Φ point of a given room will be limited to the hatched zone in this graph, whenever there are no heavy articles in the room. (Fig. 11-1) If two points R_1, R_2 are measured (they are to be in the other side of the limiting line) by a methods of "changing of a quantity of ventilation", the equivalent mean thickness of the sourounding walls will be found easily. (Fig. 11-2) The same with Fig. 11-1, but by the method of "changing of a quantity of heat capacity in the testing room.

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14 多層建築物における同時流出について

上田光雄

原稿種別: 本文
1960 年 65 巻 p. 92-99
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_92

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15 奇数倍数列について

駒田和彦

原稿種別: 本文
1960 年 65 巻 p. 100-105
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_100

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This article proposes a new idea of the selection of number series for the sizes of building components in metric system, which are called not to be concidered significantly without relating sizesi n the system to measurements of the human body. The principal series is of the limited odd numbers; 1, 3, 5, 7, 9, 11, 13 and it is developed by combining the doubling and haloing of the principal series, therefore it has Simplification and correlation which is essential for the modular coordination. Moreover, by rearranging this limited series through the method of decimal repetition, it presents the complete ranges which consist of four or six Fibonacci Series; IM-33, IM-42. First in these Fibonacci Series is based upon the dimension 180cm, optimum height of a man, and extends in both direction from this size, the second contains the doubling series of the above-mentioned series. Both coinaides approximately with "Le Modulor" by Le Corbusier. It is sure that they have enough the necessary simplicity that would allow them to become second nature to the architect and contribute to the rational industrialisation of components. The last four series are also of Fibonacci Series, they contain the approximate Φ number; 1.6, of which they say the proportion of the human body. Generally speaking, these series provide for decimal repetition, arithmetic progressions, geometric progressions; doubling, haloing, tripling, and the introduction of the number Φ, moreover the coincidence with the human scale. As a result, components with measurements based on these sizes can be placed on a module reference gride corresponded with the human body, and the sum of a number of components can be equal to another larger component. At last, this article contains the comparisons with the most frequently used sizes in Japanese products, and with the "Renard Number" R40, R50. DΦ-series & GM-series.

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16 建築設備に於ける同時使用問題の解法について

岡田光正

原稿種別: 本文
1960 年 65 巻 p. 106-112
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_106

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The estimation of simultaneous use number or simultaneous use rate is one of the most fundamental problems On building equipment design. The purpose of this report is to study the calculating method of simultaneous use quantity under general conditions of the system. In the first section of the report, we give the probability distribution of simultaneous use number. This distribution nearly equal to binomial distribution if all fixtures are occupied in succession. On the other hand, when it is a chance in a thousand to use all fixtures, the distribution is very similar to poisson type. Secondary, the probability on the system with different type and size of fixtures is considered. In this case, the distribution function is defined as a faltung of distribution shown at the first section. When there are many fixtures in the system, we can use the central limit theorem in probability theory, then obtain the next type formula as a approximation. [numerical formula] where U_<max> Maximum quantity used simultaneously. E(U) Mean value of quantity used in the system. V_p(U) Variance of quantity used in the system, supposing that simultaneous use probabilities of every groops in the system have poisson type distribution. k, &lrtri; Constant with probability of excess K. See Table 1.

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17 工場の敷地規模と形態特性

三輪雅久

原稿種別: 本文
1960 年 65 巻 p. 113-117
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_113

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After the study of the shaping indices of the industrial factories in Hanshin Metropolitan Region from the standpoint of the industrial district planning, the author reached following tendencies. They are: 1. There are always the room for the expansion of plants within the site of about half of factories. 2. The bulk ratio of factories is rather low, and the size of the site is the larger, its ratio becomes the lower. 3. Sporting field in the site of factories is more specified and more diversified, as the size of the site becomes larger. 4. The form of the site becomes "square" as the size increases. According to these tendencies, the author recommended the followings: 1. Factories smaller than 3300 square meters in their lot size shall be treated as a group of a single lot. 2. Factories larger than 66000 square meters in their size of sites shall be treated as an estate. 3. In the middle part between these two classes there are other factories. They are able to be divide into two groupes by the lot size of 16500〜19800 square meters, the larger group is similar to the second class and the smaller to the first. Treatment in the planning technic shall be established by each class or group concerning the district planning.

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18 建築物の水害に関する研究

中村絅

原稿種別: 本文
1960 年 65 巻 p. 118-122
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_118

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While a flood can be defined in a variety of ways, generally the term "flood" is loosely used. A flood sometimes is regarded as a condition when a stream overflows its banks, but the damage from the effects of water is just as real wind-driver tides, tidal wave wash, high water from excessive precipitation in areas far removed from streams or rivers, mud flows and the like. Anyways by a flood buildings receive damages. So that on this stady want to solve these problems.

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19 フランス・ルネサンス建築とAndrea Palladio

相川浩

原稿種別: 本文
1960 年 65 巻 p. 123-128
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_123

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a) Books on architecture in France, 1550-1780, which treat Italian architects. b) Some influences on the theory of architecture in French Renaissance, from italian architects, above all, A. Palladio: the comparisons of the difinitions of the architectural beauty, according to the following books; Freart de Chambray; Parallele de 1'arceitecture antique et moderne, p. 13. Louis Savot; Architecture Franchise, p. 18. A. Palladio; I Quattro Libri dell'Architettura, Lib. I. ch. I. L. B. Alberti; Zehn Bucher uber die Baukunst, translated by M. Theuer, s. 293. c) Influences on the practice; for instance, on the colossal order of the Chateau of Ecouen by Bullant, and the front of the Villa di Angarano by Palladio. The staircase of the Chateau of Blois by F. Mansart, and the explication of A. Palladio about this method, (ibid. lib. I. ch. 28) d) Some reasons by which the Frence archtects favoured the works of A. Palladio.

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20 奈良時代における左官工事の文献的研究

山田幸一

原稿種別: 本文
1960 年 65 巻 p. 129-134
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_129

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This treatise is written about of affairs of plasterer work in Nara Age (645AD-780AD), founded on Research of Temple Kofukuji, Hokkeji and Ishiyamatera by Dr. Toshio-Fukuyama (wrote 1943) and investigation of contemporary wall at Temple Horyuji by Member of Repair Office at the Temple. I think that the following fact was found from this treaties: material and execution of plasterer work in Nara Age have scarecely been changed compared with modern works except the use of different paste for limed plaster. Lath was braided small timber or bamboo and rope which knit it is made of stalk of rice-plant or tendril. Clay with stalk of rice-plant as hair was used for first and middle coating. White-soil or lime combined rifined fiber of hemp or paper was plastered for setting coat. It, however, is difference between the comtemporary age and the modern age that paste was made from essential juice of rice or glue. The reason why the cost of plasterer work in Nara Age was high in comprison with modern works is caused by the above fact. Craftman differed from each stage of execution, braiding lath and first coating, middle coating and setting coat. Braiding lath and first coating was acted by navvy, middle coating was by soil-men, and setting coat was plastered by artist of wall picture. Late plasterer originates with one of these proffesionalmen, soil-men, named tsuchi-no-takumi at contemporary Japan.

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21 江戸時代仙洞御所に於ける書院について

平井聖

原稿種別: 本文
1960 年 65 巻 p. 135-141
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_135

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In Edo period, there was a building named "SYOIN" especially in the Ex-emperor's palace among many Emperor's, Empress', Ex-emperor's and Ex-empress' palaces which are called "the Kyoto Imperial Palace". "NIKAI-SYOIN" (2 stried SYOIN) and "KO-SYOIN" (small SYOIN) of the GOYOZEI-IN's palace (built in 1607) are the first buildings built for the reception in Edo period. From this case, "SYOIN" had taken the place of one of the main buildings in the Ex-emperor's palace. Its function was to recept court nobles or feudal lords, and since 1687 when the Ex-emperor's palace was built for the Emperor "REIGEN", it is recognized that this function was fixed. On style, this building had been built by the style of the Edo period and little by the traditional style of the court noble's residence. As conclusion, in Edo period, "SYOIN" of the Ex-emperor's palace among the all Kyoto Imperial Palaces was the most typical building having the style, plan, function and etc. of the residence in Edo period.

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22 明治初期におけるARCHITECTUREの訳語について : 文部省刊行の百科全書「建築学」に関する研究・その2のa

菊池重郎

原稿種別: 本文
1960 年 65 巻 p. 142-147
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_142

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It has been said that "Architecture" was translated "Zokagaku" in Japanese when European architecture was introduced in our country in early Meiji era for the first time. But that word was translated "Kenchikugaku" in the book "Hyakkazensho-Kenchikugaku", published in the 15th year of Meiji (1882) by the Education Ministry. The translated term is not a simple literal equivalent, but it must have the living function in its meaning. So then the author consulted various Japanese books for the translated word of "Architecture" through the whole early Meiji era. As the result, these facts were found that "Kenchikugaku" was not given at the time of publishment of that book, but it had already been used that time before, that is, in many European-Japanese dictionaries, European histories and geographies, the term for "Architecture" was not found as "Zokagaku", but as "Kenchikugaku" through the whole periods. In other words, "Zokagaku" was the translation by the "Koobusho" (the Ministry of Public Works) and "Kenchikugaku" widely used by the "Monbusho" (the Education Ministry). These two words were used at the same time by each group. And the title of the "Hyakkazensho-Kenchikugaku" was the representative of the latter. In this point, it was made clear that this translated book on European architecture has a great significance through the architectural history of Meiji era.

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SYNOPSIS

原稿種別: 文献目録等
1960 年 65 巻 p. 148-156
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_148

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奥付

原稿種別: 文献目録等
1960 年 65 巻 p. 156-
発行日: 1960/06/26
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.65.0_156

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