日本建築学会論文報告集

表紙

原稿種別: 表紙
1961 年 67 巻 p. Cover1-
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_Cover1

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目次

原稿種別: 目次
1961 年 67 巻 p. Toc1-
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_Toc1

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CONTENTS

原稿種別: 目次
1961 年 67 巻 p. Toc2-
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_Toc2

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1) A STUDY ON FAILURE OF REINFORCED CONCRETE MEMBERS UNDER COMBINED STRESSES (Part 4) : Especially on Beam under Bending Moment and Shearing Force

坪井善勝, 田中尚, 末永保美

原稿種別: 本文
1961 年 67 巻 p. 1-9
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_1

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2) A SYSTEMATIC CALCULATION OF ELASTIC-PLASTIC DEFORMATION OF FRAMES AT IMMINENT COLLAPSE

田中尚

原稿種別: 本文
1961 年 67 巻 p. 10-22
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_10

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3) 耐震壁の開口の影響による負担せん断力の低減率 : 有開口耐震壁のせん断抵抗に関する研究・第3報

富井政英

原稿種別: 本文
1961 年 67 巻 p. 23-27
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_23

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From the shearing tests of reinforced concrete models, the author drew the following conclusions concerning shearing force ratio η and opening factor ξ. Where [numerical formula] η|R=R_n: shearing force ratio when shearing deformation R equals R_n Q|R=R_n: shearing force of the wall having openings when R=R_n o_Q|R=R_n: shearing force of the wall having no openings when R=R_n F_Q|R=R_n: shearing force of the frame without wall when R=R_n [numerical formula]: h': inside height of the boundary frame l': inside length of the boundary frame h_o: height of the opening l_o: length of the opening 1) We can neglect the effect of the opening situation and assume the same value of η, when the walls have same ξ. 2) We could not observe remarkable difference in η-ξ relationcurves from initial to ultimate. 3) The author proposed an experimental curve and formulae concerning η-ξ relation as follows: a) when ξ≤1/3 It is given by an experimental curve. b) when ξ≥1/3 η=1.5(1-ξ)^2 c) formula applied for any ξ (0≤ξ≤1) [numerical formula]

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4) 鉄筋コンクリート角筒型折板構造の崩壊時に於ける釣合条件 : 折板構造の破壊に関する研究・その7

榎並昭

原稿種別: 本文
1961 年 67 巻 p. 28-34
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_28

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This paper is a part of the research series to find out the methods of limit analysis on various types of folded plate structures. From the lower bound theorem of limit analysis, if a stress field is found which is in equilibrium with given loads (system and value), and not violate yield conditions over the entire structure, then such a load value is one of the lower bounds for collapse load of the structure. Now, if in the case of finding a statically admissible field of stresses, we consider a collapse state satisfying mechanism conditions, lower bound may be found better with relatively less effort. The author has written about the mechanism conditions of prismatic folded plate structures in the transactions of A.I.J. in Oct. 1958 and Oct. 1960, and on yield curves for cross section at yield hinge line in the transactions of Oct. 1959 and Oct. 1960. In this paper, the equations of equilibrium between stress resultants of yield hinge lines and loads on each collapse fragments of plates respectively are derived first, and then continuity and the compatibility conditions between resultant forces and moments at both sides of cross section of each hinge lines res pectively are shown. The compatibility conditions considering the properties of reinforced concrete at yield hinge lines along edge lines of the structure are especially important problem for analyzing by the use of equilibrium equations. Finally, the correcting methods of each equilibrium equations in the case that loads are applied at edge lines, are shown. In addition, the contents of the previous references and this paper and their usage were described in my thesis written in dec. 1960.

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5) 無梁版柱頭力の置換

宮崎俊二

原稿種別: 本文
1961 年 67 巻 p. 35-38
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_35

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筆者は無梁版構造の研究を主として柱頭力(軸力と曲げモーメント)を矩形面積に等分布する荷重に置換して進めて来た。この様な置換が有効なものであるかどうか,どの様に置換面積を選べば現実の構造設計で合理的であるか。これらの点について従来の研究に基いて拙い考察を行った。始めに剛域から置換域を選定する一方法を示し,次に剛域の選定ならびに置換域の合理性をトータルモーメントの配分率から検討した。

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6) 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(2)

山田孝一郎

原稿種別: 本文
1961 年 67 巻 p. 39-44
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_39

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This paper is the continuation of Part 1 written by the same author in Transactions of A.I.J., No.65, June 1960. In the preceding paper, (1) Preface, (2) Horizontal rigidity of precast concrete slab in elasticity, (3) General equations of the deformation of precast concrete slab, of the shearing force of columns of the longitudinal rigid frames and of the torsional moment of columns, (4) Boundary conditions on the different kinds of concrete examples and (5) Lateral force distribution among the transverse frames on those examples were discussed. In this paper, (6) on those concrete examples, Shearing forces of columns of the longitudinal rigid frames and torsional moments of columns, (7) Summary are discussed. Abstruct of Part 1 together with Part 2 is represented in Transactions of A.I.J., No.65, June 1960.

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7) 鉄筋コンクリート格子梁の塑性的性質について

狩野芳一

原稿種別: 本文
1961 年 67 巻 p. 45-55
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_45

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In case we study on a reinforced concrete framework, we have to investigate on the influences of the plasticity of reinforced concrete members on the mechanical properties of that frame. It is necessary both in utilizing them in practical purpose and in clarifying the ultimate strength mechanism of a reinforced concrete frame. On this subject, some theoretical works have been carried out today, but we have very few experimental studies. In this paper, the auther investigated experimentally on the plastic mechanical properties of reinforced concrete grid-frameworks subjected to the concentrated load perpendicularly at the center of their plane. The experiments was carried out by using &plusb;-type and &plusb;-type models. The ultimate strength, collapse mechanism, stress distribution and deformation of the frames are examined both experimentally and theroretically. The result showed the following fundamental properties on the plastic behaviour of reinforced concrete grid-frameworks. 1. Except the torsional failure of a member of the frame takes place, ultimate strength theory based on the perfect plasticity of reinforced concrete flexural members gives almost exact answer for the ultimate strength of a reinforced concrete grid-framework, in which we must take it into account that bending bearing capacity of a reinforced concrete beam is sometimes much reduced under the combined action of bending and orstional moment together. 2. On the torsional failure of a reinforced concrete combined-stress-member of torsion and bending, it seemed that the place and the pattern of the torsional crack is governed by the existing bending cracks. As to the torsional strength of that kind of members we could not get enough data. 3. General aspect of plastic deformation and plastic stress distribution of the frame is given by applying the perfect plastic theory. 4. Rigidity reduction of a member, which is caused by cracks, sometimes causes much change of stress distribution in the frame. This rigidity reduction of a member, by one bending crack, was also observed for torsion at the same time for bending.

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8) 細隙及び方形孔を有する鋼床板の実験的研究

土橋由造, 井野智

原稿種別: 本文
1961 年 67 巻 p. 56-62
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_56

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The writer has serially presented the difference solution for each group of rectangular plates shown in the title. Tests are made in order to check the propriety of the assumptions on which his method is based and also the accuracy of the numerical results. In spite of the practical existence of various ferroconcrete works with slits or square openings fiew investigations have been made on the bending of slitted slabs except by P.S. Symond or Nomachi and of the slabs with square openings except by Wiedemann, Gyoten or Furr who gave approximate solutions to some cases of square slabs with concentric square openings by the method of finite difference or others. The writer's difference expressions round the opening are different from Gyoten's or Wiedemann's in their derivation from the boundary conditions. The fact of our having no strict analytical access to these slabs for the present requires any experimental measure of the accuracy of our solution.

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9) 拘束さけた部材の横座屈 : II・荷重点で拘束された梁及び連続梁について

鈴木敏郎

原稿種別: 本文
1961 年 67 巻 p. 63-66
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_63

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In the previous chapter (see Trans A.I.J., No.65, June, 1960, page 54〜59) the author was concerned with the investigation of the stability of laterally braced columns and beams, and discussed characteristics of effective bracing by some numerical examples. In this chapter the author has solved another buckling problem of some beams under transverse loads, beams that are braced laterally at the points of loading and continuous beams. As for the former theoretical, results are compared with test data and close agreement is established.

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10) 市販木材の強さと許容応力度について : 構造用木材の強度的品等区分に関する研究

辻井静二, 杉山英男

原稿種別: 本文
1961 年 67 巻 p. 67-74
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_67

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This paper reports the results of the tests which were made to examine the strength properties of commercial timbers and to check the values of allowable unit stresses and of moduli of elasticity provided in AIJ Standard for Structrual Design of Timber Structure. The species of timbers selected from market were Sugi and Hinoki for columns and Matsu for beams, and the number of specimens were 31, 28 and 10, respectively. The nominal cross section of full-size specimens were 10.5×10.5 or 12×12cm in columns, and 12×18, 12×21 or 12×24cm in beams. Static bending and compression tests were made on full-size specimens and on knot-free small specimens taken from both ends of each full-size specimen. The test results indicate that: 1) The values of proportional limit obtained from the tests on columns range 1.2 to 1.4 times the allowable unit stresses, regardless of species, structural grades and kinds of stresses. 2) Ther atio of the allowable unit stress for "higher grade structual lumber" to that for "ordinary grade structual lumber", which is shown in AIJ Structural Standard, is appropriate for both bending and compression. 3) It is to be desired that allowable unit stress for compression and modulus of elasticity in Sugi are decreased down to 80 and 90% of the values shown in AIJ Standard, respectively. Except the above-mentioned, the provided values of allowable unit stresses and of moduli of elasticity in Sugi and Hinoki and the relationships among them are almost appropriate.

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11) 完全拡散面内の相互反射による照度分布の研究(I) : 2次元の場合

松浦邦男

原稿種別: 本文
1961 年 67 巻 p. 75-82
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_75

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An approximate numerical solution of integral equations is developed for the illumination distributions by the interreflections in perfectly diffusing surfaces. This report (Part I) is limited to two-dimentional case. This study deals with the integral equation, [table](1) where, E_<r1>(x)=the known illumination by the first reflected light from the internal surface, ρ(ξ)=the known reflectance, e_o'(ξ,x)=the known kernel, and E_r(x)=indirect illumination by interreflections to be determined. Since indirect illumination is usually uniform, E_r(ξ) can be approximated by a function of 2nd degree (parabola) on one side of two-dimentional cross-section, or [table](2) where, E_<i1>, E_<i2> and E_<i3> are respectively unknown indirect illuminations at the one end, the middle point and the another end on the i th side, and h_i is the length of this side. Substituting Eq. (2) into Eq. (1), ρ(ξ)e_o'(ξ,x)ξ^2, ρ(ξ)e_o'(ξ,x)ξ and ρ(ξ)e_o'(ξ,x) are easily integrated analytically or numerically. Then Eq. (1) is approximated to linear simultaneous equation and this solution give indirect illumination distributions in form of parabola. By this method, the indirect illuminations are calculated for very long courts and rooms lighted by day-light. The effects of changing the reflectance of the internal surface are considered, and especially in the very long side-lighted rooms the effects of changing the reflectance of outside ground are discussed. Tne calculated results are compared with several another empirical formulas and errors in this formulas are checked.

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12) 換気筒計算法と換気筒の実験(その2)

勝田千利, 関根毅

原稿種別: 本文
1961 年 67 巻 p. 83-89
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_83

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1. On calculation of ventilation caused by the ventilator which equipped in construction (see Fig. 2), the following equation should be used as practical. [table](1) where ζ_1: presure loss coefficent of inlet on wall surface. ζ_2: 〃 of ventilator entrance. ζ_4 : 〃 of ventilator elbow. [numerical formula]: pressure loss in straight part of pipe. P_i: wind pressure at inlet P_o: 〃 on ventilator head. 2. As the result of the wind tunnel experiment in relation to (1), the measurement results, a) dynamic wind pressure on ventilator head P_o, and b) loss coefficent of ventilator head ζ_V, are indicated. With the result, the factors of equation (1) are all difined and calculating of ventilation is to be able. 3. As for ζ_V, following equation is explained. [table] (2) and [table] (3) where P_s: static pressure at ventilator neck. P_s: total pressure at ventilator neck when air move in ventilator is stopped. v: wind velocity in ventilator. V: wind tunnel velocity. θ_x: vertical wind direction at the ventilator. θ_y: lateral 〃 When v/V, θ_x and θ_y are changed variously, ζ_V are illustlated. (see Fig. 4) 4. As for P_o, it is defined by the sum of static pressure at ventilator head in the space around construction P_<os> and dynamic wind pressure at ventilator head P_<od>. [table](4) [table](5) [table](6) where C_<od>: coefficient of dynamic wind pressure on ventilator head. C_<os>: coefficient of static wind pressure on ventilator head. V_v: wind velocity at ventilator head. The C_<os> is given by the form of construction but C_<od> is changed by the form of ventilator head and wind direction, etc. In Fig. 6 and Fig. 7, the relation between C_<od> and wind direction is difrned (For C_<os>, see T.A.I.J. Vol. 66. 1960-10)

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13) ベンチレーターの性能

石原正雄

原稿種別: 本文
1961 年 67 巻 p. 90-96
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_90

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1) The results of discussion on the findings from an experimental studies on the ventilator by other investigators, indicated that the lack of expression of the ventilator characteristics which were used to flow-rate calculation in the wide ranges of the flow-rate. 2) Ventilation characteristic curves should be expressed by the relation of the static pressure of the ventilator neck (P_o), wind velocity at the ventilator (V) and ventilator flow-rate (v_o) but many types were expressed by the relation of the dimentionless figure [numerical formula] and [numerical formula] 3) Measurements were made on the various types of the ventilator. Many types indicated that the neck static pressure increases with increasing flow-rate, but a few excellent types have one peak static pressure and most parts of curves were run in the negative pressure region. 4) Relation between the flow-rate of the ventilator and the static pressure in the stagnant zone of ventilator produced by the local air speed were discribed from the ventilation characteristics curves and the resistance-flow-rate curves. This relation may be play effective role for design of ventilator.

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14) 点音源の集合とみなしうる音源からの形態による騒音伝播性状の解析

久我新一

原稿種別: 本文
1961 年 67 巻 p. 97-104
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_97

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In another report, the author point out and proved that a crowded street road or a opening from diffused room, for example, radiate noise as though they are a gathering of point sources. In this report, the author analized the noise attenuation from fundamental type noise sources that are line type, circular type, infinit line type and infinit line type and infinit belt type. Then for rectangular type, approximate integral method was applied and a nomograph to calculate noise intensity was followed that would be applied to calculation of noise intensity from the spontaneous type sources. And then discussed the corelation between rectangular type to another analystic type noise sources. When the point sources which constitute a noise source has some distance each other, the integral analysis might not to be use and the author in vestgated the limit of application of integral method.

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15) Semantic Differential(意味微分)法による建物の色彩効果の測定

小木曽定彰, 乾正雄

原稿種別: 本文
1961 年 67 巻 p. 105-113
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_105

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The purpose of this study is to measure the color effects of various rooms of buildings by the Semantic Differential Method. This measurement is the psychological "measurement" of the consolidated color effect of a room and is something like the physical measurement of "a color" to be composed of various colors of all the parts of a room. This requires some variables of pairs of adjectives which properly selected to represent the color effect, as the above physical measurement requires three variables, such as dominant wavelength, purity and luminous reflectance. In order to describe the color effect, we may be allow to use as many adjectives available as required. However it should be most desirable to minimize the number of adjectives to be used for the purpose of putting in order the adequate description of the color effect. Thus we intend to establish principles governing relation ships among those adjectives. And then we may be able to evaluate the color effect with combination of some pairs of rated adjectives. This should be a method to describe the characteristics which a room in question has in its consolidated color effect. And in near future we will know also the relation of the psychological color effect to the physical color of a room. At the first stage of the study, this paper is concerned with that with how many and what kind of adjectives the color effects are described and what is the minimum number of variables or dimensios describing them. The process of the experiments are as follows: 1) collecting many adjectives that can describe the color of the room. 2) selecting 30 pairs of adjectives, for instance warm-cold, old-new. 3) selecting 25 color photographs of various room, such as hospital's sick room, movie theatre lobbies. 4) making observers (students of university, both boys and girls) evaluate the 25 photographs by the 30 pairs of adjectives. 5) from the data obtained from the above experiment, calculating correlation matrix among those 30 pairs of adjectives, substituting correlation matrix with factor matrix, then deciding factors of meanings and their loadings. The fact is that the consolidated color effect of the room is described with five factors, that is dynamism, sensory pleasure, freshness, warmth and strength. The significance of this study is to point out the importance of factorsss of dynamism, freshness and warmth. So far the color effect has usually been appreciated only with a factor of sensory pleasure. The development of the method shall be treated separately at a later date.

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16) OKモデュールについて

樋田力

原稿種別: 本文
1961 年 67 巻 p. 114-122
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_114

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Summary The module has the followin contents. 1. a. Geometrical Series (1)-2-4-8-16 Doubling Series. b. Arithmatic Series (1)-3-9-27-81 Tripling Series. c. Fibonacci Series (1)-2-3-5-8-13 2. The Renard Series 3. Cutting of materials The Grass is cut to one half or one third, equal to Stadard Size. The paper is divided in one half, equal to Standard Size. From the Natural Series 1,2,3,4,5,6,7,・・・・・・, we put up the numbers that each relate to one onother, then discover the Module System, that as previously mentioned, every thing fullfill and can be expressed in one Sistem. ・The Organic Key Modnle is the Key for organizing modular numbers and Industrial Materials. ・This module contains all Module Systems of the world. ・This makes it possible to clearly understand that the relationship between module numbers can be simplified. ・The multiplication of each modular number can be seen at a glance. ・This module is common to the Inch or to the Meters.

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17) 多層建築物におるけ同時流出について : 第6報個別的図式解法II

上田光雄

原稿種別: 本文
1961 年 67 巻 p. 123-128
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_123

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In case of the outbreak of a fire or other condition dangerous to life in Multi-Storey buildings, evacuations onto the stairs occur simultaneously from each floor soon after an alarm or the announcement to the occupants to leave the building. To minimize danger to life from fire, smoke, fumes or panic before building are vacated, there must be the means of exits sufficient to permit prompt escape of occupants. To obtain the adequacy of menas of exits, it is first necessary to know the time which will he required for evacuation from each storey. Here, I tried for the method of calculating that time for evacuation graphically as the base for determining necessary width of stairs, landings or platforms. But in order to ascertain the requisite width of staircase, it will first be necessary to assume a width and then to determine whether it is adequate. The storey heights, number of people and width of stair on each floor or storey may be varied or equal. This graphic solution is related with the one on the same theme which was reported on Transactions of the A.I.J., No. 66.

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18) 病棟における看護諸室の性格 : 病院の建築計画に関する研究

伊藤誠, 栗原嘉一郎, 松本光平

原稿種別: 本文
1961 年 67 巻 p. 129-136
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_129

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In the hospital ward, there are several ancillary rooms such as nurses' station, treatment room, clean-and dirty-utility rooms, pantry and linen storage etc. How we shall design these facilities? We tried to make studies of the actual point-to-point sequence of movement of nurses and doctors in ward units (medical, surgical, obstetric, children's and tuberculosis units) at three hospitals-The Hiroo Metropolitan Hospital, The Tokyo Second National Hospital and The Kanto Telecommunication Hospital. We, observers, followed each nurse and doctor and recorded their excursions and stays in various rooms. The record showed how frequently journeys were made from the beds to the various ancillary rooms, and between ancillary rooms and how long each room was occupied by nurses and doctors. The follwings are some of the details: 1) Nurses' station is the room which nurses and doctors visit most frequently and is the cardinal point of movement. 2) Nearly all of these movement is one between nurses' station and the beds. 3) The space for doctor is required in the nurses' station since he stays there rather long time. 4) Other ancillary rooms, i.e. treatment room, clean-and dirty-utility rooms and linen storage, are to be placed close to nurses' station.

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19) 建築投資の波及効果に関する研究

内山諌

原稿種別: 本文
1961 年 67 巻 p. 137-141
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_137

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In this study I analysed building investment by the method of inter-industry relations study. I participated in constructing the 1950 input-output table which was made in cooperation of five ministries and boards. In addition, by classifying the construction sector of the general table into small sectors, I constructed the particular table for construction analysis. The particular table is clssified among 44+38 sectors. Of these sectors, 44 are general industry sectors of which 20 are for main construction materials, and 38 are construction sectors of which 12 are for building, 17 for public works and 9 for other constructions. On this particular table I calculated input coefficiients and inverse matrix. By using these input coefficients and inverse matrix, I showed not only direct but indirect producton, employment and import needs of each industry which result from one-unit increments in building investment by use or structure and in public works by kinds of works. The main results are as follows: 1) It was made clear how much cement, steel, wood, petroleum and other materials are needed for one-unit increments in building investment by use or structure as well as in public works by kinds of works. 2) Of the direct and indirect employment requirements for the same amounts of increments in the following investments, public works require more than builbing by 70%, road more than reinforced concrete house by 30%, and building more than machinery equipments by 25%. 3) Of the direct and indirect import requirements for the same amounts of increments in the following investments, building requires more than public works by 10%, road a little more than reinforced concrete house, and building only one half as much as machinery equipments. 4) The construction investment analysis would constitute a valuable instrument for formulation of an effective demand policy, an employment policy and an import policy, and for analysis of relations batween construction investment and economic structure.

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20) 家賃支払いに対する困窮度よりみた収入と家賃支出の関係および住居費法則の検討について

下総薫

原稿種別: 本文
1961 年 67 巻 p. 142-148
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_142

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Contents: 1) Tracing the income-rent function by type of difficulty to pay the housingrent, according to the results of housing survey in 1955 and 1960. 2) A group of housing expenditure function by type of difficulty could be obtaind, when the degree of difficulty is fixed to some optional level. 3) Thus a group of Income-rent functon which covers all range of income class have been obtained.

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21) 中柱構造論考

渋谷泰彦

原稿種別: 本文
1961 年 67 巻 p. 149-154
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_149

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The farm-houses of our country are built in "Yayoi" age at first and their structure was formed without the influence of the continevt of Asia. The structure of the center poles which I am going to describe, will make it clear. The study of the structure shows that our farm-houses have been changed on the bases of the four kinds of Center poles.

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22) 江戸時代における左官工事の研究 : 主要材料・職人の組織及び社会的背景について

山田幸一

原稿種別: 本文
1961 年 67 巻 p. 155-161
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_155

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Plasterer work of Japan till the 16th century was limitted a part of building-temple, castle, etc. But, after the 17th century accoding as citis improved, plasterer work was much utilized will all most of building including civil house. And material (for example lime, paste, susa, and color-soil) used at that time is nealy equal to today's "Japanese-Wall". In great city, specially Edo (Tokyo) that was world-wide great city at that time, the polity recommended soild wall providing fire which was frequently happend. And that polity prohibitted to make builbing which used another lexurious material (gold-leaf, silver-leaf and noble wall-paper) bcause of warnig against people's luxuriating. So it mainly causes to prevail plasterer work to people of all classes.

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

菊池重郎

原稿種別: 本文
1961 年 67 巻 p. 162-168
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_162

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When European architecture was introduced to Japan, it's translated word was the expression of Japanese understauding of architecture at that time. The word Zokagaku was used by the Ministry of Public Works, but, as I said here, "Kenchikugaku" was widely used by the Ministry of Education. And the "Hyakkazensho Kenchikugaku" was a typical example of the latter case. In the year of 1874, the Ministry of Public Works as a group of specialists, studied the case and decided that the word 'Zokagaku' should be used in referring to European architecture. They found that "Kenchikugaku" came from the Dutch word "Bouwkunst"-which was used in emphasised meaning as militaitaire bouwkunst or military architecture in Edo era-and "Zokagaku" was civil architecture. But, as time passed by, this distinction of fields in architecture became unnecessary, so "Kenchikugku" was used as the translated Japanese word. The word "Kenchikushi" was a profersional title used for foreigner in early Meiji era but was used as the translated word of "civil engineer". Thomas James Waters of English nationality came to Japan as a "Kenchikushi". He built many occidental houses in Japan and was believed to be an architect, but according to this research he was a civil engineer, not an architect. These facts is the most important point in the history of modern architecture in Japan and implies that the early movement of moder architecture began with Bouwkunst and then to Architecture. At the same time, his career, unknown to Japanese historians, may be known according to the fact that he was a civil engineer. I am most interested to know about his life and work in England or its colonies.

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SYNOPSIS

原稿種別: 文献目録等
1961 年 67 巻 p. 169-178
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_169

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奥付

原稿種別: 文献目録等
1961 年 67 巻 p. 178-
発行日: 1961/03/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.67.0_178

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