著者

和田 一範 岡安 徹也 市山 誠 浜口 憲一郎

出版者

Japan Society of Civil Engineers

雑誌

土木史研究論文集 (ISSN:13495712)

巻号頁・発行日

vol.24, pp.141-150, 2005-05-15 (Released:2010-06-04)

参考文献数

12

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The Shingen Embankment built about 450 years ago by Takeda Shingen on the Fuji River and the Kamanashi River was designed to control flood flows in the Midai River (tributary) and the Kamanashi River by means of a series of flood control structures including Ishitsumidashi (stone masonry groins), Shougi-gashira (Japanese chess piece-shaped flow splitters), Hokkiri (dug channel), Juroku-ishi (sixteen large rocks used as energy dissipation works), Takaiwa (natural rock wall) and Kasumi-tei (discontinuous levees). The functions of these flood control structures have been subject to various interpretations, and some of those structures and their functions, such as the functions of a number of Shougi-gashira flow splitters and details on Juroku-ishi, which can only be guessed at today, are mysterious in many ways. This paper introduces an attempt at verifying the flow control technology made possible with these flood control structures by using a table-top hydraulic model developed with the aim of explaining the hydraulic phenomena involved.

著者

篠田 明恵 福井 恒明 中井 祐 篠原 修

出版者

Japan Society of Civil Engineers

雑誌

土木史研究論文集 (ISSN:13495712)

巻号頁・発行日

vol.23, pp.157-164, 2004-06-15 (Released:2010-06-04)

参考文献数

14

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Shinto-shrines were one of the most important elements of Castle town in Japan, such as creeks and streets. We consider them impossible to move because they are established on their site. However, in Edo city, they were frequently moved by the governors from the development of the city to the end of Edo era. The purpose of this study was to understand how they treated and located the Shinto-shrines from the viewpoint of city planning in Edo city. In the study, the location and transference of 110 shrines were plotted on the map, the reason of transfer, the condition of the site, and the tendency of location were analyzed. As a result, the study has shown that the principles of Shinto-shrines' location was changed as following: 1) before Edo era, they were located as religious element and indirect government system, 2) in the beginning of Edo era, the construction of the castle preceded the shrine location, 3) after the middle of the era, they were treated as the stock of the land from the standpoint of city planning, but the religious meaning was not lost to the last. These results are unique and not mentioned in the previous study of castle town.

著者

中井 祐

出版者

Japan Society of Civil Engineers

雑誌

土木史研究論文集 (ISSN:13495712)

巻号頁・発行日

vol.23, pp.13-21, 2004-06-15 (Released:2010-06-04)

参考文献数

54

被引用文献数

2

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This thesis discusses on the design concept of six bridges in Sumida river constructed as the Tokyo reconstruction work in Taisho era and the design process of Eitai bridge and Kiyosu bridge based on descriptions written by Enzo Ota and Yutaka Tanaka who was engineers of the Bureau of Reconstruction. Especially it is argued that the most essential design consept of six bridges was to introduce long spanned plate girder structure into six bridges and Eitai bridge and Kiyosu bridge were designed as a set by making reference to the design competition for Koln bridge in 1911. Furthermore, it is showed that there is possibility Eitai and Kiyosu bridges were constructed as the groundwork for furure development of technology of long spanned bridges in Japan.

著者

和田 一範 有田 茂 後藤 知子

出版者

Japan Society of Civil Engineers

雑誌

土木史研究論文集 (ISSN:13495712)

巻号頁・発行日

vol.24, pp.151-160, 2005-05-15 (Released:2010-06-04)

参考文献数

10

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It is said that the Fuji River is the origin of Seigyu (crib spur) which is known as one of the typical traditional river works in Japan. This paper is to investigate the origin of Seigyu in this country by pursuing the kind of historical documents which include the description about the origin of Seigyu. Under the historical document “Jikatahanreiroku” published in 1794, there was a description about Seigyu as “Seigyu is a river method which originate from the period of Shingen, it was used as a measure of large rivers in Kosyu region”. This description is the origin and the tradition of “Seigyu originated at 'the large rivers in Kosyu' which is Fuji River” started to be known.Also, inclusive of the investigation about the origin of Seigyu, the regional differences of river works which could be read from the historical documents was observed.

著者

柴田 久

出版者

Japan Society of Civil Engineers

雑誌

土木史研究論文集 (ISSN:13495712)

巻号頁・発行日

vol.23, pp.35-43, 2004-06-15 (Released:2010-06-04)

参考文献数

41

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It is very important to research the relation between civil engineering history and the military. The purpose of this article is to consider and clarify the effect on urban formation by the establishment of division. This case is the transition of Zentsuji City and Army's 11th division. The methods are historical materials collection and interview about Zentsuji City and Army's 11th Division. The summary of the result is: 1) The modern urbanization of Zentsuji was advanced by the militaristic thought. 2) Zentsuji city formed the original society system by the change of space and industrial structure by the establishment of division. 3) A part of inhabitant became a victim of the militaristic urban formation.

著者

大島 登志彦

出版者

Japan Society of Civil Engineers

雑誌

土木史研究論文集 (ISSN:13495712)

巻号頁・発行日

vol.25, pp.63-73, 2006-06-15 (Released:2010-06-04)

参考文献数

21

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The writer researched omnibus-routes in this area, and studied following items with documents of application, timetable or map, statistics of transport, and so on about the omnibus.(1) Here was made a study about the sightseeing-development of Mt.Akagi(2) Many omnibus-routes were extended till the latter part of 1960's from the beginning of 1950's, because of road-improvement and wish of bus-operation by habitants.(3) Many of them were cut down with closing since the last part of 1960's, because some omnibus-routes were extended excessively and other ones were competed with plural bus company.(4) Communication between two cities (Maebashi and Kiryu) was turned to the railway (Ryomoline JNR) from the bus (Maebashi-Kiryu), because using the railway was made more convenience than using the bus through 1960's.

著者

岩屋 隆夫

出版者

Japan Society of Civil Engineers

雑誌

土木史研究論文集 (ISSN:13495712)

巻号頁・発行日

vol.26, pp.45-58, 2007-06-15 (Released:2010-06-04)

参考文献数

89

被引用文献数

2

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The main objective of this study announces characteristics on the oblique weir from the viewpoint of the configurations and the construction history of existent oblique weirs in Japan. The oblique weir is the structure which build diagonally on the plane plan of the channels for the intake of the surface water on the river. The results are summarized into 3 points as follows. 1) The plane figure of the oblique weirs are classified to the types of 12. 2) The most distribution area of the oblique weirs is situated at the Asahi River basin. 3) The construction origin of numerous weirs trace to the Edo era, whereas several weirs build at the present age, for instance the Higashitenryu Weir on the Tenryu River basin, the Nangan Weir on the Naka River basin, etc. Consequently the oblique weir is hard to affirm the old structure.

著者

寺村 淳 大熊 孝

出版者

Japan Society of Civil Engineers

雑誌

土木史研究論文集 (ISSN:13495712)

巻号頁・発行日

vol.26, pp.73-83, 2007-06-15 (Released:2010-06-04)

参考文献数

77

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There are many types of discontinuous levee on alluvial plain rivers. However, a lot of discontinuous levees are scheduled to be closed by flood control plans.In recent years, there is a change in flood control plan by the land price falling and the change in social sense of values for nature. The possibility that discontinuous levees remain has come out by the change in flood control plans. In the meantime, the definition of discontinuous levee is vague. For instance, tow types of discontinuous levee that the functions are different have the same name. The difference of recognition to the function of discontinuous levee has a possibility of disturbing right evaluation for discontinuous levees.In this paper, discontinuous levees are classified by comparing geographical features, levee-shape transition, the functions and historical background of the levees.

著者

樋口 輝久 三木 美和 馬場 俊介

出版者

Japan Society of Civil Engineers

雑誌

土木史研究論文集 (ISSN:13495712)

巻号頁・発行日

vol.23, pp.117-133, 2004-06-15 (Released:2010-06-04)

参考文献数

89

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The purpose of this paper is establishing the historical review of concrete dams in the modernized era in Japan, from the viewpoint of dam engineer' words. First, we summarized their achievements for every fields, such as a water supply, hydraulic generation, irrigation, erosion control, and others. We extracted their words described about design and construction of concrete dams from the collected technical papers, textbooks of those days, and their memoirs. And we tried to analyze and clarify how technology was introduced, and it developed and was evaluated.

著者

福井 次郎

出版者

Japan Society of Civil Engineers

雑誌

土木史研究論文集 (ISSN:13495712)

巻号頁・発行日

vol.23, pp.165-175, 2004-06-15 (Released:2010-06-04)

参考文献数

9

被引用文献数

1

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Jiun Masuda (1883-1947) was a bridge designer representing Japan who played an active part in the Showa period of prewar days from the end of Taisho period (1920th-1930th). However, few documents remain from that time, but Masuda has been known only to a small group of specialists. In Fall 2002, it became clear that many reports and drawings for bridges that Masuda designed are saved in the Public Works Research Institute. In this paper, the achievements of Masuda were reviewed through these new documents and the actual bridges he designed. The research clarified that besides the well known bridges, Masuda had designed about 20 more bridges, subway stations, docks, quay walls etc. Moreover, it was revealed that he worked with very capable staff, designed the bridge of a variety of structure types, etc. Finally, the future application of these documents was discussed.

著者

窪田 陽一 関田 匡延 松田 奉康 清水 厚雄

出版者

Japan Society of Civil Engineers

雑誌

土木史研究論文集 (ISSN:13495712)

巻号頁・発行日

vol.25, pp.75-86, 2006-06-15 (Released:2010-06-04)

参考文献数

14

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Oyaguchi Watersupply Tower, which was established by Aratama Municipal Union for Watersupply, has been known as one of the unique landmarks in the northwest area in Tokyo, but the Watersupply Bureau of Tokyo Metrpolitan Government decided to renew the structure according to their new plan for watersupply in case of emergency. This tower was planned by Eiji Nakajima, Dr.Eng., and designed by his successors after changes in two times. Its design consists of unified body of water tank and tower, and it was constructed by applying quasi-arc welding method, which was cutting-edge technology at that time. It was proved also that its form and details have an architectural style called Romanesque to make itself look.unique.

著者

福井 次郎

出版者

公益社団法人 土木学会

雑誌

土木史研究論文集 (ISSN:13495712)

巻号頁・発行日

vol.23, pp.165-175, 2004

---

Jiun Masuda (1883-1947) was a bridge designer representing Japan who played an active part in the Showa period of prewar days from the end of Taisho period (1920th-1930th). However, few documents remain from that time, but Masuda has been known only to a small group of specialists. In Fall 2002, it became clear that many reports and drawings for bridges that Masuda designed are saved in the Public Works Research Institute. In this paper, the achievements of Masuda were reviewed through these new documents and the actual bridges he designed. The research clarified that besides the well known bridges, Masuda had designed about 20 more bridges, subway stations, docks, quay walls etc. Moreover, it was revealed that he worked with very capable staff, designed the bridge of a variety of structure types, etc. Finally, the future application of these documents was discussed.

著者

紅林 章央 前田 研一 伊東 孝

出版者

Japan Society of Civil Engineers

雑誌

土木史研究論文集 (ISSN:13495712)

巻号頁・発行日

vol.25, pp.99-116, 2006-06-15 (Released:2010-06-04)

参考文献数

16

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This study is made for demonstrating the construction projects about bridges on Ome-Street in Okutama Town in Tokyo. These can be classified into three periods. In the first period, from 4 to 10 years in Showa Era, the Civil Department of Tokyo Prefecture made the street wide. In the second, from 12 to 13 years in Showa Era, the waterworks bureau of Tokyo City built the street to transport the construction materials of the Ogouchi-Dam. In the third, from 31 to 32 years in Showa Era, the waterworks bureau of Tokyo Prefecture built the street in the areas which were under water by building the Ogouchi-Dam. In the first, six long-span bridges were all different, and short-span bridges were rainforced concrete arch bridges. In the second, three bridges were designed by Masayosi Kabashima, Jun Masuda, Katsutake Naruse, famous technicians of bridges. In the third, five arch bridges designed by Katsutake Naruse and Samon Honma were all different.

著者

紅林 章央 前田 研一 伊東 孝

出版者

Japan Society of Civil Engineers

雑誌

土木史研究論文集 (ISSN:13495712)

巻号頁・発行日

vol.24, pp.75-94, 2005-05-15 (Released:2010-06-04)

参考文献数

63

被引用文献数

1

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In this study, the authors listed the concrete arch highway bridges that were built in Japan before World War II. And we classified them into the three types of arch bridges, single span, multi span deck types and through type, in addition, arranged chronologically and classified them into the areas, the structures, the designs and the designers. Next we analyzed characteristics of ages, areas, structures and designs of them. Based on this study, we found that those were built in Nagasaki, Kobe, Kyoto and Tokyo City in Meiji Era at first, Aichi and Ehime in Taisho Era, and next, those had made rapid progress though Reconstruction Program in Tokyo after Kanto-Earthquake and Urban Planning in Osaka City, and after that, the techniques of building spread in Kanto and Tohoku. And we made clear that most of spandrel-filled arch bridges were built below about 30m, and about 40 Melan-arches were built, and arch-rib structure as many as arch-ring structure were built, almost arches were built the fixed arch, most arcade-structure of arch-spandrel had been built for 10 years since 1927, and fixed arch-spandrel pediment changed to pasting stones then changed to concrete walls.

著者

小合 彬生

出版者

Japan Society of Civil Engineers

雑誌

土木史研究論文集 (ISSN:13495712)

巻号頁・発行日

vol.26, pp.97-106, 2007-06-15 (Released:2010-06-04)

参考文献数

24

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The centuries long studies have not defined the palace location of the lady ruler Himiko. The author wishes to propose a physical solution here, thmugh a series of civil engineering considemtions following as close as possible to the original Gishi Wajinden wrote in the third century China.This study concludes that a) Yamataikoku consists of 27 allied coimtries, b) the capital is Ito- no-Kuni where the male king dominates and c) the lady ruler Himiko is in the Fumi no-Kuni sanctuary.Attached map shows the geography ofthe whole country in the third century, inhabited by 70, 000 Wa-Jin families.

著者

大島 登志彦

出版者

Japan Society of Civil Engineers

雑誌

土木史研究論文集 (ISSN:13495712)

巻号頁・発行日

vol.26, pp.35-44, 2007-06-15 (Released:2010-06-04)

参考文献数

7

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The local bus-service on the trunk line connected two cities (omnibuses between adjacent or middlefar cities with the frequent-service) which were gained an important source of income for local bus companies were reduced more than in rural-area since 1970's. Through this era and such process, the writer analyses the case study of some Bus-routes from Takasaki or Maebashi city in Gunma prefecture about the vicissitude of relation between the bus-operation and the railway (comparison with the fare and the convenience), the influence involves the rationalization of the operation and the problem of management and policy in the local bus-business, on bus-routes around Takasaki and Maebashi cities in Gunma-prefecture.

著者

島崎 武雄 市川 幸男

出版者

Japan Society of Civil Engineers

雑誌

土木史研究論文集 (ISSN:13495712)

巻号頁・発行日

vol.26, pp.85-96, 2007-06-15 (Released:2010-06-04)

参考文献数

13

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The Japanese Meizi Government employed a party of Dutch civil engineers. I. A. Lindo, one of them, made the levelling tour for the period during from 21st of July to 31st of November in 1872 from Horie to Tyôsi along the Tone River and the Edo River for the river improvement works. According to the results of this levelling Undo installed the Horie Bench-mark Stone of Y. P.(Yedogawa Peil) in the Seiryû Shrine in Horie in the end of 1872 for the river improvement works of the Tone and Edogawa River, which was the first bench-mark in the modem Japan. We describe the details of the levelling made by Lindo, based on the Lindo's Diary.

著者

伊東 孝

出版者

Japan Society of Civil Engineers

雑誌

土木史研究論文集 (ISSN:13495712)

巻号頁・発行日

vol.25, pp.27-39, 2006-06-15 (Released:2010-08-24)

参考文献数

57

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Concerning the main bridges of the Meiji Era Tokyo, the bridge data, such as bridge length, width and type were known so far, but the bridge designers (especially the middle period of the Meiji Era) are not known unexpectedly. This paper mainly clarify the personal history of Yoshitsugu KURATA, an engineer of Tokyo Prefecure and Hikosaburo KANAI Tokyo City engineer and also the bridges designed by them.KURATA designed the Azuma bridge, the first long iron bridge which crossed the Sumida river and after that he did the Umaya and Eitai bridges as the principal engineer. But he was not well known. Why? This time I understood that he died three years later after the completion of the Eitai bridge.I also make clear the following.1. KANAI designed the most main bridges in Tokyo in the middle and late period of the Meiji Era.2. Especially he learned an arch theory by self-education and it is KANAI that designed the arch bridges which harmonized with a townscape and were built willingly in those days.

著者

森 陽子 望月 清 樋口 輝久 馬場 俊介

出版者

Japan Society of Civil Engineers

雑誌

土木史研究論文集 (ISSN:13495712)

巻号頁・発行日

vol.23, pp.45-57, 2004-06-15 (Released:2010-06-04)

参考文献数

50

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Fuji-bashi, completed in 1915 over the Fuji River in Sizuoka Prefecture, is probably the longest span suspension bridge as well as only one railway suspension bridge in Japan before the World War II. However it's existence has been forgotten for a long time. The reason of oblivion will be as follows; that is, it was constructed by a private paper-manufacturing company, and it was used only four years until it was destructed in the stormy night with intent to save disaster. The purpose of this paper is to regain its reputation, and try to emphasize that Fuji-bashi is one of the important structures in the history of civil engineering of the modernized era in Japan. The paper contains lots of original data concerning its construction.

著者

山浦 直人 小西 純一

出版者

Japan Society of Civil Engineers

雑誌

土木史研究論文集 (ISSN:13495712)

巻号頁・発行日

vol.27, pp.95-111, 2008-06-15 (Released:2010-06-04)

参考文献数

30

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During the first half of the Meiji Era, the raw silk industry developed in Naganoand the newly wheeled vehicles such as horse carriages increased gradually. To accommodate such wheeledvehicle traffic, the construction of new main roads were proposed., namely the construction plan of the seven new main highway lines were started in 1882 and the construction of another four main highways were started form 1888.At that time these were most important large scale undertaking in the road administration of Nagano prefecture in Meiji Era. The various documents including route survey maps, drawings of bridges and specifications were made before construction works started. The private enterprise contracted to construct these works by competitive bidding.In addition to this, the technical report of De Reijke on roads and bridges affected these construction works.As new highway roads were constructed, the traffic density of horse carriages increased largely and the raw silk industry developed rapidly. There is a close connection between these two events.