日本建築学会論文報告集

表紙

原稿種別: 表紙
1963 年 84 巻 p. Cover1-
発行日: 1963/04/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.84.0_Cover1

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目次

原稿種別: 表紙
1963 年 84 巻 p. Cover2-
発行日: 1963/04/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.84.0_Cover2

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壁・柱用大形耐火試験炉と火炎伝播試験炉

原稿種別: 付録等
1963 年 84 巻 p. App1-
発行日: 1963/04/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.84.0_App1

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CONTENTS

原稿種別: 目次
1963 年 84 巻 p. Toc1-
発行日: 1963/04/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.84.0_Toc1

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奥付

原稿種別: 目次
1963 年 84 巻 p. Toc2-
発行日: 1963/04/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.84.0_Toc2

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脚張頁岩を骨材として用いた軽量コンクリートの研究

加賀秀治

原稿種別: 本文
1963 年 84 巻 p. 1-6
発行日: 1963/04/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.84.0_1

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さきに膨張頁岩を焼成して作った人工軽量骨材2種類を普通骨材,榛名軽量骨材と比較しながら試験し,骨材としての性質および粒度・調合・スランプなどの条件を一定としたコンクリートの性質の概要を発表した。今回はこの2種類の人工骨材を用いて軟練・硬練2種類のコンクリートを作り,セメント使用量を変えた場合の調合・比重・強度その他の性質について試験した結果を報告する。

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鹿児島県地方の特殊事情に応ずる鉄筋コンクリート工事標準仕様書(私案) : その3 骨材条件・砕石調合表

上田通夫

原稿種別: 本文
1963 年 84 巻 p. 7-12
発行日: 1963/04/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.84.0_7

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This is the successive report to the previous one. Here, three main items are picked up; various conditions of aggregates, A.E. concrete mix, broken stone concrete mix, both plain and air-entraining. (1) Conditions of aggregates. The whole mix table is first systematized in absolute volume mix. The other methods are derived from it by culculation according to the conditions of the aggregate, which is somewhat different from normal one. Statistical and empirical data on specific weight, percentage of absolute volume, standard and field measuring are given. The ground of the culculation will thus become clear. (2) A.E. concrete mix. The mix table is shown in the previous report. The way of modifing the Standard-mix and of getting A.E. mix are explained. The JASS method of modification is available in this case. We lessen 8°/wt of water and decrease sand in plastic mix. Stiff concrete of 5, 10cm slump is obtained directly by experiment, for we have no such mix in the Standard-mix. (3) Broken stone concrete. a. Consistency of concrete is different according to the grading of the broken stone even within the allowable grading limits. To get concrete of better consistency coarser grading is advantageous. b. Water should be added 8〜12°/wt to the Standard-mix. This is different from JASS and it is proved to be harmless to the strength. c. B.S., A.E. concrete can be got following JASS, lesseing water 8°/wt from plain concrete in plastic mix. Stiff mix was made through experiment. The mix table is shown to the end.

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種々の地震に対する1質点系の線形応答 : 強震応答解析に関する研究,その2

武藤清, 梅村魁, 大沢胖, 柴田明徳

原稿種別: 本文
1963 年 84 巻 p. 13-21
発行日: 1963/04/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.84.0_13

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球殼振動時の一般解 : その2 振動性状・近似解

横尾義貫, 松岡理, 國枝治郎

原稿種別: 本文
1963 年 84 巻 p. 22-29
発行日: 1963/04/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.84.0_22

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To calculate the frequencies of free vibrations is very bothersome, but from the characteristic values concerned with oscillatory solutions the character of oscillation, and insufficiency of many other approximation methods can be shown. If we set order of Legendre function as follows, [numerical formula] we can get the following three dimensional polynomial of λ from the expression of stress function. λ^3+{4+(1-ν^2)Ω^2}λ^2+k(1-Ω^2)λ+k{2+(1+3ν)Ω^2-(1-ν^2)Ω^4}=0 and from compensated solutions λ_4=-{2+2(1+ν)Ω^2} λ can be considered as characteristic value of free vibrations with parameters [numerical formula] 1) λ: plus real number monotoneous damping 2) λ: minus real number harmonic (non-damping) oscillation 3) λ: complex conjugate oscillatory damping It becomes apparent with these values λ_i that to neglect the inertia terms occured by displacements u, v, to approximate as inextentional or extentional vibrations are nonreasonable, and lowest frequency may be assumed as near value of Ω^2=1. Finally, we may find the approximation of solutions, with which we can calculate free vibration frequencies rather easily.

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四角錐によって構成される立体トラスの解析(第1報)

加藤勉, 高梨晃一, 対馬義幸, 平田康浩

原稿種別: 本文
1963 年 84 巻 p. 30-37
発行日: 1963/04/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.84.0_30

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In this paper, the analysis on spaced truss composed of square pyramid units is imformed. This spaced truss has two layers. The upper layer is diagrid and the lower is grid frame-work. The joints in the upper and lower layers is tied each other with lattice members. This report consists of three parts. First, the stability of the spaced truss is discussed. It is very interesting to investigate its stability, for the number of members which the unit of this truss has, is smaller than that of other trusses which is usually constructed. Second, there is reported concerning to the calculation method of the deflection and the stresses of truss members. This method will be troublesome to calculate the deflection and the stresses, if the number of members increases, but the results are got accurately. Third, there isreported the another calculation method. By this method, the results are obtained easily, but its accuracy is inferior to the previous one. (Proceeded)

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鋼管トラス節点の研究 : その2・管の断面形,溶接条件変化の影響

鷲尾健三, 黒羽啓明, 東郷武

原稿種別: 本文
1963 年 84 巻 p. 38-45
発行日: 1963/04/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.84.0_38

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A series of tests on the truss joints for tubular roof trusses have been continued, and this report supplies the results of the test in which the dimensions of the members meeting in the joints and the welding conditions were varied into some different cases. Though the manner of failure, of course, differed each other with the dimensions and combinations of all members meeting in the joints, the most dominant type in the manner of failure was the local deformations in the walls of chord members. Thus the magnitude of these local deformations and the strength of the joints were found to be affected greatly by the wall-thickness of the chod members. The other truss joints of which the local deformations in the walls of the chord members were not the causes of their failure failed as a result of tearing tension diagonals or local buckling of compression diagonals. The strength of the joints which failed in these two manners were both related, more or less, to the net section strength of the diagonal members. Because the fracture in the welds seldom occurred in spite of the fact that the end of the diagonals were prepared by sawing in one (or two) continuous operation, it was inferred that the ends of tubes which were to be welded directly to the surfaces of the other tubes could be cut in the form of plane so long as the root openings were maintained within 3 to 4mm.

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人体動作分析によるドアの取付けかたの考察(第1報)

宮野秋彦, 滝義照, 柳沢璋忠

原稿種別: 本文
1963 年 84 巻 p. 46-49
発行日: 1963/04/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.84.0_46

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The factors, which have influence upon the way of attaching the door, are numerous, but this paper reports how we have analyzed the result of the practical survey, which we have carried out, choosing chiefly the "turning angle" among three factors of the "turning angle" (the turning angle of the line connecting one shoulder with another), the distance of walking, and the time required, in view of the convenience and inconvenience based upon the motions of the human body at the time of the opening and shutting of the door, The present experiment has adopted the case where men enter, through a piece of the door with one leaf opening on hinges, into the sufficiently wide room from the long corridor. Moreover, the experiments were devided into the case where once the door was opened, men entered the room without shutting the door, and the case where men politely shut it behind them; and the results of photographing by the 8 millimeter-camera were analyzed.

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住宅団地の小中学校計画に関する基礎的研究

谷口汎邦

原稿種別: 本文
1963 年 84 巻 p. 50-61
発行日: 1963/04/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.84.0_50

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建築創作のための方法論への提案

吉阪隆正, 今村欽司

原稿種別: 本文
1963 年 84 巻 p. 62-66
発行日: 1963/04/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.84.0_62

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東京都建築材料検査所 : 研究所紹介・その14(学界情報)

高野孝次

原稿種別: 本文
1963 年 84 巻 p. 67-69
発行日: 1963/04/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.84.0_67

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東京都建築材料検査所は建築行政に直結して,防災上の見地から,建築物の構造耐力,防火性能等を確保するため建築材料,工法または構造の試験検査を行い,あわせて建築技術の調査研究および技術指導を行う機関である。所在地は品川区大井鮫洲町217番地である。

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SYNOPSIS

原稿種別: 文献目録等
1963 年 84 巻 p. 70-72
発行日: 1963/04/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.84.0_70

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