日本建築学会論文報告集

表紙

原稿種別: 表紙
1962 年 72 巻 p. Cover1-
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_Cover1

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目次

原稿種別: 表紙
1962 年 72 巻 p. Cover2-
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_Cover2

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連動式交番水平加力測定装置(扉写真)

原稿種別: 付録等
1962 年 72 巻 p. App1-
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_App1

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CONTENTS

原稿種別: 目次
1962 年 72 巻 p. Toc1-
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_Toc1

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鉄骨コンクリート構造における鉄骨の座屈に関する基礎研究

谷資信, 木原一成

原稿種別: 本文
1962 年 72 巻 p. 1-6
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_1

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In the case to apply compressive load to a steel covered with a concrete, it is our purpose that we know the behabier of the steel. In this paper, we discuss mainly how much the concrete restrains the buckling of the steel inserted in the plate-concrete. If the steel has hinges in the ends, and its axial load isconstant for whole, its buckling load is determined from the formula of bucklings of elastically supported bars, Accordingly, if we have known the support-coefficient of the covering concrete, we get easily the buckling load of the steel. In this paper, the support-coefficients of the plate-concrete is dissussed about several kinds of the plate. In the steel-concrete structure, the collapse of covering sides of concrete is important problems, so this paper shows about that in the steel having an initial curvature. We experimented the specimens os the simple form, and the theorical solutions are compared with the experimental values.

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三次元撓角法の固定法への応用

牧野稔

原稿種別: 本文
1962 年 72 巻 p. 7-12
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_7

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The general moment distrubution analysis may be easily obtained with the assumption of undeformed member length through the generalized slope deflection equation method which have been already presented by auther in the Transactions of AIJ, Vol. 70. In this paper the equilibrium equations for shear forces in the joint are discussed with that assumption and are changed to the generalized storey shear equations expressed with end moments through the principle of virtual work. For the members of various and conditions such as symmetry the effective stiffness matrices and relative carry-over factor matrices are introduced to eliminate the unknown quantities and are summarized in Table 1. Then an example is given to illustrate the procedure of analysis.

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逆三角形震度分布を受けるラーメンの反曲点に関する研究

武藤清, 大沢胖, 洪忠熹

原稿種別: 本文
1962 年 72 巻 p. 13-18
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_13

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この論文は,一様な構造の高層ラーメンが逆三角形の震度分布を受けるときのラーメンの曲げモーメントに関する研究である。第1章では,柱の下端の曲げモーメントを変数として表わすとき各層の曲げモーメントの関係は,3モーメント式で表わされることをのべ,その解法が直接積分によって可能なことを明らかにした。すなわち,与えられた荷重に対する特解と,荷重を零としたときの解,すなわち余函数の和として求あられることを示し,例をもってその解法と特性を説明した。第2章においては,第1章における解の内容を検討して,余函数が上端あるいは基礎の境界効果をラーメンの上方または下方に伝えていく特性を示すことに注目し,この特性を利用することによってラーメンの解法をつぎのような方法で実用的に行う方法を提案した。すなわち,実用計算法として,特解をもとにして曲げモーメント分布を定め,上端における不連続の影響を境界効果として下方に波及せしめ,また,基礎の条件は基礎固定の修正値を簡単に求める方法を提案し,これを上方に伝えることによってその解を求めるのである。この場合,上端,または下端の影響が他端に波及してもなお減衰しない場合には反射という考え方によって修正する方法をのべた。第3章では,上に述べた方法によって,一様なラーメンで梁の剛比や層数の種々な場合に逆三角形荷重を受けるときの曲げモーメシト分布を計算し,さらに反曲点高をとりまとめたもので,標準反曲点高比として表によってその結果を示した。この反曲点高比は日本のように等分布に近い荷重を受ける場合を対象とした武藤のラーメン略算法を逆三角形荷重を採用するSEAOC規定の諸国に適周する意図のもとにとりまとめたものである。

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高層建物の設計震度に関する一考察

梅村魁

原稿種別: 本文
1962 年 72 巻 p. 19-23
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_19

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The structural type of building have been changed recently and also there is a tendency to release the height limitation of 31 meters. The movement of reexamination of seismic coefficient has become the object of our earthquake engineers. This report showed at first some example of reinforced concrete columns of 25 story-building or others which are practically designed extending the nowaday's seismic coefficient in Japanese code. As the actual dimention of the columns becomes considerable size in such tall buildings, it is necessary to cut down the weight of buildings or reduce the seismic coefficient inorder to materialize the super-tall buildings. For this purpose the author rearranged the results of dynamic responce of idealized structurs in elasto-plastic state against actual severe earthquakes and showed the probable maximum deflection of structurs as a function of fundamental period of that structurs. As the result the possibility of reducing the seismic coefficient for tall buildings seems to be available.

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高張力ボルト用ナットに関する研究

鶴田明, 木村富夫

原稿種別: 本文
1962 年 72 巻 p. 24-28
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_24

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This paper contains the experimental considerations about the nuts for high strength friction grip bolts for structural steel works. It appeared necessary to examine for various nuts in height, carbon content, heat treated or not, hardeness, proof load and more tightenningness. On the basis of the tests reported herein, we found the heat treated nuts should not be tapped before that procedure and cold-forming nuts were more suitable for high strength bolts especially in tightenningness, because less torque-coefficient and more uniformity, than that of heat-treated nuts.

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6) EARTHQUAKE DAMAGE OF WOODEN BUILDINGS AND DEPTH OF ALLUVIAL DEPOSIT

大崎順彦

原稿種別: 本文
1962 年 72 巻 p. 29-32
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_29

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鋸屋根工場の換気特性とその改善方法 : 特に独立せる工場の場合

勝田千利, 関根毅

原稿種別: 本文
1962 年 72 巻 p. 33-38
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_33

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(I) The building which has the saw-tooth roof style is often used for the general factory building. Up to this time, the ventilation in that case has naturally done by an opening equipped on the top of the ridge of the saw-tooth roof. However there are many cases that the requisite quantity of ventilation is not sufficiently ejected. In this thesis, we show quantitively according to the material data which is gotten by the experiment of wind tunnel how the vetilation is disadvantage in the case of only the saw tooth roof opening on the ridge. Next, for the way of that improvement, we equipped verticaly the isolating board for wind (we call it the saw-tooth roof monitor). We also experimented in the same way about the saw tooth roof building which is made ventilate improvement, then we account for the property of this ventilation on this type. (II) The method of experiment for the wind tunnel, and the method of count for the coefficient of windpressure and pressure loss coefficient of monitor are the same which were mentioned in Vol. 68 of the dissertations of the Architectual Academy. (III) We showed the result of experiment in the figure No. 5〜No. 10. Still more to make clear the difference of charactarics on ventilation between roof opening and saw tooth roof monitor, as the example, we counted the each quantity of ventilation by example of the count which is supposed the every condition of outward, and showed the result in the figure No. 11.

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団地居住における施設志向の解析 : 八千代台団地における学生層の場合

小泉正太郎, 和田一郎

原稿種別: 本文
1962 年 72 巻 p. 39-44
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_39

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This reseach applied to the students (high-school and University) to grip their desire of facilities in housing estate in conection with their habitation. The reseach was carried 1st time 1958 and 2nd time in 1959, to analize the structure of time spent in living, the consciousness of having or not having their own room, desier of commninty-center, libraly, movie-theater and other public-facilities. The result as follow The resemblance is studied the structure of time spent in living according to sex (male or female) and school (high-school or University). The estimate of their living in housing-estate is rather comfatable about rest and study, but they think their environment is consisting that make tediousness of their leisure time. They have their own hobbies, sports that consist the leisure time. There is not so much difference about the desier of facilities between in and out of housing-estate, or sex and school Much in need facilities than now are libraly, community-center and facilities used by athletic. These desier of facilities have no relation with the consciousness of having or not having their own room. The situation to think having their own room is limitted to the case using room only one parson or with brothes and sisters, and coliving with their parents is not take for having their own room. From these analyzation, in order to avaid tediousness and spent a vivid atractive life in housing-estate, these public are dasiered as libraly, community-center and facilities about athletic, in and around there. These facilities have tendency rather "Association" than "Community".

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野積・大長谷の民家遺構 : 富山県婦負郡八尾町

鈴木充

原稿種別: 本文
1962 年 72 巻 p. 45-50
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_45

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This report is concerned with the examination of farm-houses in the mountinous villages at Nozumi and Onagatani valley, which lie among northern part at the Hida mountinous area. We examined 17 houses in these villages, to be built from late 17th. C. to 19th. C. These houses are able to be divided in three groups with style. The first group of these houses have some special feature as follows. 1) The plan is Hiroma type. 2) The entrance of Hiroma (living room) is Dengiguchi, which is opened front of Hiroma. 3) The floor is not boarding floor but Doza, to lay straw about 10cm depth on the earth and covered them with straw-mats. The second group have the transitional style from first group to third group. The special feature of third group is as follows. 1) The plan is Yotsuma type. 2) A narrow earth-floor to be called Tovi lies between Umaya (stable) and Hiroma. 3) The floor is boarding-floor.[figure]

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鳥取地方の民家 : 鳥取岡山県下における民家の研究・その1

浅野清, 鈴木嘉吉

原稿種別: 本文
1962 年 72 巻 p. 51-56
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_51

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This paper forms a part of the studies on houses in Tottori and Okayama prefectures. These studies intend to outlook the differences between the houses in the districts along the shore of Nipponkai and those of Setonaikai at the west side of Kinki. This paper nests on the basis of the data obtained from the nesearch at Tunoimura, Kogecho, Hattocho, Wakasacho in the vicinity of Tottori City. Selecting more than 10 houses built in the 17th and 18th centuries, and restoring to their original shapes as can as possible according to the traces of original works, we explain the characteristics and the transitions of their plan and construction. The characteristics of these old houses are as following. Enery house has a oblong plan, and the front is long. One half (right or lift) is an earth floor, and in another half 3 rooms: One large hall along the earth floor, a drawing room (front side) and a bed room, (back side). In the corner (front side) of the earth floor a stable, and the back side of this stable a shed. Thus the house in devided into 4 parts: 1st diawing and bed room, 2nd hall, 3rd earth floor (a passage), 4th stable and shed. Pillars stand in the outside surrounding the house at intervals of 6.5 feet (flank and back side, and the front side of the earth floor where walls come, entervals of 3.25 feet), and on the 3 boundary lines of the 4 parts stand 3 rows of pillars. Beams are layed between these 3 rows of pillars across the rooms, and from the side pillars on to these beams. On these beams stand struts and with 3 rows of pillars support the roof beams, which are layed at intervals of 3.25 feet. On the roof beams come principal nafters and at the top of them nidge-pole.

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鳥取県日南町の民家 : 鳥取・岡山県下における民家の研究・その2

浅野清, 林野全孝, 多淵敏樹

原稿種別: 本文
1962 年 72 巻 p. 57-62
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_57

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This paper is also one of the treatises on houses in Tottori and Okayama prefectures. We researched 27 houses-which belong to the 18th century, in Nichinancho, a mountainious vicinity situated in the south-west corner of Tottori prefecture. Selecting 5 typical houses of different ages and restoring them to their original forms, we clarify the characteristics and transitions of their plans and constructions. The plan resembles to that of in the vicinity of Tottori very well, and this form is most popular one in our country. But this has no entrance at the back side, and has a veranda at the front side of the hall, and a closet at the back side of it. The construction also nesembles to that of in the vicinity of Tottori prefecture, except having no struts on the cross beams, and being the intervals of the beami 6.5 feet. Moreover, houses which belong to the 18 century omit some pillars in the boundary lines of the 4 parts except those of under ridge. This also nesembles to that of Shikoku districts.

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岡山県美作西部地方の民家 : 鳥取,岡山県下における民家の研究・その3

KIYOSHI ASANO, 白木小三郎, 林野全孝, 工藤圭章, 青山賢信

原稿種別: 本文
1962 年 72 巻 p. 63-68
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_63

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This also forms a part of the treatises on houses in Tottori and Okayama prefectures. We treat in this paper houses in the western part of the mountainious Mimasaka, where plans and constructions of houses nesemble to those of Tottori prefecture. We visited in this vicinity Kojiro in Katsuyamacho, Tomimura and Kamisaibaracho, and researched 13 houses. Having selected 2 or 3 typical houses in each of these villages which belong to the 17th and 18th centuries, and having restored them to their original forms, we tried to clarify the differences to those of Tottori and among those of these 3 villages. As to the plan, the arrangements of rooms are the same, having also one large hall along the earth floor and 2 rooms, but in Kojiro comes veranda in front of the hall and drawing room, and has deep eaves before the veranda. But in Tomimura, the partition between drawing room and bed room stretches into the hall some 6 or 7 feet malsing a screen wall. The comer behind this wall is called Ryorinoma, that means cooking room, sugesting the original shape to divide the hall into halves. We see in other parts of Okayama prefecture houses that have 4 rooms even in the end of the 17th century. Of course in Osaka and Nara frefecture even in the beginning of the 17th century, every house always has 4 rooms. But in the end of the 18th century, we see these plan everywhere even in Tottori and Okayama prefectures. Refering to the construction, in Tomimura taking advantage of the pillar at the end of the screen wall they lay beams in the different way.

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建設省建築研究所の近況 : 研究所紹介・その3(学会情報)

菅原肇

原稿種別: 本文
1962 年 72 巻 p. 69-70
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_69

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大成建設技術研究部概要 : 研究所紹介・その4(学会情報)

三浦忠夫

原稿種別: 本文
1962 年 72 巻 p. 71-74
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_71

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大徳寺塔頭の方丈など : 文化財だより2・新指定の重要文化財(学会情報)

伊藤延男

原稿種別: 本文
1962 年 72 巻 p. 75-
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_75

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国際地震工学研修所について(学会情報)

久田俊彦

原稿種別: 本文
1962 年 72 巻 p. 76-77
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_76

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米国都市計画修士課程論文の梗概(学会情報)

石原舜介

原稿種別: 本文
1962 年 72 巻 p. 78-
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_78

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SYNOPSIS

原稿種別: 文献目録等
1962 年 72 巻 p. 79-83
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_79

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論文報告集第71号正誤表

原稿種別: 文献目録等
1962 年 72 巻 p. 84-
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_84_1

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奥付

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1962 年 72 巻 p. 84-
発行日: 1962/05/30
公開日: 2017/08/30

DOIhttps://doi.org/10.3130/aijsaxx.72.0_84_2

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