著者

伊東 孝 鈴木 伸治 武部 健一 津田 剛 原口 征人 藤井 三樹夫 鈴木 盛明 小野田 滋 為国 孝敏

出版者

日本大学

雑誌

基盤研究(B)

巻号頁・発行日

2002

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近年、「ハードな土木」に対し、土木政策や事業決定のプロセスなど「ソフトな土木」を解明することも土木史の重要な課題と考えられるようになった。本研究は、日本の高度経済成長の牽引役を果たしてきた高速道路に焦点をあて、欧米で普及しているオーラルヒストリーの手法を用いて、1)関係者がご存命のうちに、話を聞き、整理し、資料として後世に残すこと、2)あわせて土木史研究に適用できる方法論を確立することを目的としている。本研究成果の概要は、次の通りである。本研究は、土木学会土木史研究委員会オーラル・ヒストリー研究小委員会がおこなった。1)インタヴューの実施及び証言記録の作成と保管本研究では、4箇年の研究期間をとおして、戦後の道路行政の黎明期を代表する3人の技術官僚にインタヴューを実施し、証言記録の作成と保管をおこなった。(1)平成14〜15年度は、高橋国一郎氏(元建設省事務次官・元日本道路公団総裁):通算7回(2)平成15〜16年度は、井上孝氏(元建設省事務次官・元参議院議員・元国土庁長官):通算6回*井上氏は平成16年5月以降、体調をくずされ、11月に逝去された。今回のオーラルヒストリー・インタヴューが氏の最後のお仕事になった。(3)平成16〜17年度は、山根孟氏(元建設省道路局長・元本州四国連絡橋公団総裁):通算10回2)土木史研究におけるオーラルヒストリー手法の構築3人のインタヴュー対象者へのインタヴューをとおして、オーラルヒストリーの方法論構築に向けての内容蓄積と検討をおこなった。そして最終年度に、5冊の報告書(「実践編」3冊と「理論編」2冊)を作成した。それぞれのインタヴューは、「実践編」として3冊の速記録にまとめた。また蓄積したオーラルヒストリーの方法論を「総括編」とし、ワン・デイ・セミナー(16年度開催)の速記録とともに、2冊の「理論編」としてまとめた。

著者

小野田 滋 山田 稔 井上 和彦 松岡 義幸

出版者

Japan Society of Civil Engineers

雑誌

土木史研究 (ISSN:09167293)

巻号頁・発行日

vol.10, pp.211-222, 1990-06-25 (Released:2010-06-15)

参考文献数

33

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The section betweeh Nagahama and Kobe on Tokaido Line is a very important one for tunnel history, because it includes the first railway tunnel ever bored in Japan, and the first railway tunnel completed solely by the force of Japanese engineers. But many of the original tunnels in this territory have been abandoned for repeated relocation or track addition works. This paper describes the history and present state of these tunnels based on field surveys and historical records. For instance, the first Osakayama Tunnel was replaced with a new tunnel following a new route taken Otu and Kyoto in Taisyo Era, and added wuth next tunnels to meet the traffic increase in Syowa Era. This case study reveals that the tunnels was built with various inside shape reflecting the age of their construction.

著者

小野田 滋

出版者

Japan Society of Civil Engineers

雑誌

日本土木史研究発表会論文集 (ISSN:09134107)

巻号頁・発行日

vol.6, pp.115-122, 1986-06-25 (Released:2010-06-15)

参考文献数

21

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First derrick car called SO-1 type was designed for bridge erection by Japanese Government Railways, and 6 units of them had been built from 1920 to 1927. This derrick car was capable of erecting up to 70ft span and 28ton weight class plate girder bridge. Though based on the past similer idea, the car was an original one for railway use, and it contributed very much to construction of railway network at that time. This erection method was characterized in that it made the bridge erection safer, faster and more economical than the former staging erection. But it retired about 1960', because a new bridge erection has been developed thereafter, and a new derrick car SO-200 type appeared in 1960. This paper discribes a history of the first derrick car for bridge erection.

著者

小野田 滋 竹内 定行 丸山 孝 萩原 幸一

出版者

Japan Society of Civil Engineers

雑誌

土木史研究 (ISSN:09167293)

巻号頁・発行日

vol.13, pp.255-268, 1993-06-01 (Released:2010-06-15)

参考文献数

25

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The line between Takasaki and Naoetu which belonged to the old Imperial Japanese Railways, and the line between Naoetu and Niigata which belonged to the old Hokuetu Railway Company were laid in Meiji Era to link Kanto areas with Japan Sea coast. After Hokuetu Railway Company was bought by the government, these lines were designated collectively as a Shin-etsu line. This report describes the history and present state of railway tunnels, taking an example of Shin-etsu line based on field surveys and historical records. There was on this line some 26 tunnels constructed with Abt track to climb the steep section between Yokogawa and Karuizawa at over Usui Pass. The tunnels between Nagano and Naoetu were constructed in the early stage of tunnel work in Japan, and the tunnels between Naoetu and Niigata were constructed by private railways.Through investigations of these tunnels, it has made been clear that the original tunnels were abandoned for reconstruction to be electrified and double-tracked, but most of them have remained in original forms, as a valuable heritage from the Meiji Era.

著者

小野田 滋 河村 清春 須貝 清行 神野 嘉希

出版者

Japan Society of Civil Engineers

雑誌

土木史研究 (ISSN:09167293)

巻号頁・発行日

vol.16, pp.117-132, 1996-06-05 (Released:2010-06-15)

参考文献数

39

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Oblique arches built with masonry or brickwork have to be used as an exceptional technique for transmitting the axial forces all over the voussoir. One of the methods for realizing this technique was conceived by Japanese engineers in Meiji or Taisho Era who attempted to match spiral brickworks to oblique arches. In this paper, we describe the distribution of these structures in Japan, and gather detailed information about the technique from literature available in those days. The findings from the survey may be summarized as follows; (1) the oblique arches in Japan are widely distributed around Kansai district; (2) the technique for oblique arches built with spiral brickworks was applied in three methods-“hericoidal”, “logarithmic” and “corne de vache”; (3) oblique arches in Japan were built by hericoidal method; (4) some cases were found in which these techniques other than spiral brickworks were employed such as ribbed oblique arches; (5) hericoidal method had been used since early days of railway construction in Japan, and this technique may have been introduced by English railway engineers in 1870'; (6) this technique is speculated to have originated from an Irish canal of 18th century or a skew bridge of 16th century in Florence.

著者

小野田滋著

出版者

研友社

巻号頁・発行日

1999

著者

小野田 滋

出版者

土木学会

雑誌

土木史研究 講演集 (ISSN:13484346)

巻号頁・発行日

vol.26, pp.61-67, 2006

著者

三浦 彩子 小野田 滋

出版者

一般社団法人 日本建築学会

雑誌

日本建築学会技術報告集 (ISSN:13419463)

巻号頁・発行日

vol.15, no.30, pp.577-580, 2009-06-20 (Released:2009-06-19)

参考文献数

7

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Railway foot bridge at stations is one of the station structures for use of passengers. Although it is a universal railway structure in Japan, its historical development is poorly understood until now. This paper describes the history of railway foot bridges on the Tokaido Line based on historical records and drawings in the Meiji era. As the results of this survey, the diffusion process from large stations to local stations, and the standardization process in the end of the Meiji era have become clear.

著者

三浦 彩子 小野田 滋

出版者

日本建築学会

雑誌

日本建築学会技術報告集 (ISSN:13419463)

巻号頁・発行日

vol.15, no.30, pp.577-580, 2009

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Railway foot bridge at stations is one of the station structures for use of passengers. Although it is a universal railway structure in Japan, its historical development is poorly understood until now. This paper describes the history of railway foot bridges on the Tokaido Line based on historical records and drawings in the Meiji era. As the results of this survey, the diffusion process from large stations to local stations, and the standardization process in the end of the Meiji era have become clear.

著者

小野田 滋 司城 能治郎 永井 彰 菊池 保孝

出版者

Japan Society of Civil Engineers

雑誌

日本土木史研究発表会論文集 (ISSN:09134107)

巻号頁・発行日

vol.9, pp.245-254, 1989-06-20 (Released:2010-06-15)

参考文献数

10

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This paper describes the past and present state of railway tunnels, based on field surveys and historical records. In this second report the objects selected are the former Kyoto Ry. and Hankaku Ry., which were constructed to link Keihanshin district with Maizuru area in the 1890s, and the structural features of the tunnels on these railways are made clear here. These two companies were established with similar intentions, in similar periods, on a similar scale; later purchased by the National Railways of Japan, and now the greater parts of the lines have discontinued services upon completion of new lines. These tunnels are found very valuable as monuments to brick or masonry structures of the Meiji Era.

著者

小野田 滋

出版者

Japan Society of Civil Engineers

雑誌

土木計画学研究・論文集 (ISSN:09134034)

巻号頁・発行日

vol.18, pp.17-24, 2001-09-30 (Released:2010-06-04)

参考文献数

49

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本論文は、わが国最初の高架鉄道として1904 (明治37) 年に開業した総武鉄道 (現・JR総武線) 両国-錦糸町間を対象とし、その計画から実現に至る経緯を鉄道会議議事録や市区改正委員会議事録、許認可関係文書など、主として当時の公文書に基づいて明らかにした。その結果、総武鉄道には資金難のために地平線へ変更する代替案があり、地域住民は交通渋滞の原因になるとしてこれに反対していたことなどが明らかになった。また、この事業に対して鉄道会議や東京市区改正委員会がどのように関与していたかが把握され、高架鉄道の実現が一鉄道企業の論理ではなく、地方行政や地域住民の合意を経ながら計画的に実施されていた経緯を示すことができた。

著者

小野田 滋

出版者

Japan Society of Civil Engineers

雑誌

土木史研究 (ISSN:09167293)

巻号頁・発行日

vol.20, pp.269-278, 2000-05-01 (Released:2010-06-15)

参考文献数

9

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明治初期に建設された大阪-神戸間 (阪神間)、京都-大阪聞 (京阪間) の鉄道では、わが国の鉄道用としては初めての鉄製橋梁やトンネルが建設され、その後の鉄道土木技術の原点となった。また、わが国で初めての煉瓦構造物群が建設された線区でもあり、トンネルやアーチ橋、橋台・橋脚などに使用された。本研究では、これらの煉瓦・石積み構造物群の現状を現地踏査により明らかにするとともに、その特徴について考察を行った。分析の結果、130年に及ぶ歳月を経て、今なお供用され続けている構造物が多数確認された。また、後に建設される煉瓦構造物の基本となる技術がすでにこの段階で確立され、デザイン的にもその原点となったことが明らかにされた。

著者

小野田 滋

出版者

Japan Society of Civil Engineers

雑誌

日本土木史研究発表会論文集 (ISSN:09134107)

巻号頁・発行日

vol.8, pp.113-124, 1988-06-20 (Released:2010-06-15)

参考文献数

29

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This paper describes a history and present state of railway tunnels, based on field surveys and histrical records, taking an example of former Kansei Railway Company (now JR-Kansai main line and its branches). Through this case study, it became clear that the tunnels have been bored to various inside shape and some of them have portals by special individual designs.

著者

小野田 滋

出版者

東京大学

巻号頁・発行日

1998

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博士論文

著者

小野田滋 [著]

巻号頁・発行日

1998

著者

小野田 滋

出版者

土木学会

雑誌

土木史研究. 講演集 (ISSN:13484346)

巻号頁・発行日

vol.34, pp.199-207, 2014

著者

小野田 滋

出版者

Japan Society of Civil Engineers

雑誌

土木史研究 (ISSN:09167293)

巻号頁・発行日

vol.21, pp.113-124, 2001-05-01 (Released:2010-06-15)

参考文献数

50

被引用文献数

1

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Introduction of reinforced concrete was a very important turning point in the history of elevated railway viaducts in Japan. Dr. Mikishi Abe (1883-1965) was one of the key persons to spread this technology. He entered Government Railways after graduating from the Department of Civil Engineering, Sapporo Agricultural College, in 1905, and went to lllinois University to study the newest technology about reinforced concrete. He returned to Government Railways from the U. S. in 1914, and designed the widest span arch bridge made by reinforced concrete in Japan. But his name was well known only in the architectural field before he became independent as an architect in 1920. Therefore, this report describes his achievement in the civil engineering field and his role as a civil engineer. From the results of this study, it is clear that he made an important contribution to the development of elevated railway viaducts.