DOCSLIB.ORG

Construction Information on Recent Concrete Structures (2007 - 2009)

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Construction Information on Recent Concrete Structures (2007 - 2009) Construction information on recent concrete structures (2007 - 2009) This article presents the construction information on recent concrete structures in Japan. Each article has been published in Japanese in the Concrete Jounal from October, 2007 to August, 2009. Please contact the e-mail address for further information. Title Authors Reference in Concrete Journal Development of Topdown Construction Using Precast Ultrahigh Strength Concrete Keiki YAMAMOTO, Tetsuji MIYATA, Norishige Vol.47, No.8, pp.3438, 8. 2009 for Basement Columns and Application to Highrise Building MOTOOKA and Atsushi HATTORI Kenichi TOCHIGI, Hiroshi OONO, Hiroshi Design and construction of PC BoxGirder bridge using highstrength concrete Vol.47, No.7, pp.3541, 7. 2009 NEMOTO and Kouji SASAKI Renovation of Hanshin Koshien Stadium ―Rehabilitated Concrete Structure of the Masaaki YASUI, Hiroyuki ENOMOTO, Ippei Vol.47, No.7, pp.4248, 7. 2009 Taisho Period― MORIYASU and Yoshihide NAKAMURA Atsushi SASAKI, Kazuaki KOBAYASHI, Tomoki Construction of a Concrete Faced Rockfill Dam ―Ponre Ponre Dam in Indonesia― Vol.47, No.6, pp.5965, 6. 2009 UMEDA Yuji YUNOKI Masahiro NAKAI, Nobuyuki TSUCHIYA and Rapid Construction of Underground Structure using PCaPC members Vol.47, No.4, pp.2934, 4. 2009 Nobuaki ARAI Design and Construction of New Hybrid Structure with prestressing for Large Kiyoomi KANEMOTO, Yasuo MIZUTA, Vol.47, No.4, pp.3541, 4. 2009 Hospital Takayuki NISHIYA and Mikio YOSHIZAWA Development of an Environmentally Sound Demolition Method for Highrise Minoru KOBAYASHI, Hitoshi ITO*2, Yoichi Vol.47, No.3, pp.5459, 3. 2009 Building ― Deconstruction by the “jackdown” Method ― MORISHIMA*3 and Ryo MIZUTANI Construction of the southside underpass of the second phase Kansai International Akira SAKAI*1 and Toru YAMAJI Vol.47, No.3, pp.6065, 3. 2009 Airport island Renewal Construction of Okubi River Bridge in the Okinawa Expressway using Yasuo FUKUNAGA, Jun ISHIZUKA, Masahiro Vol.47, No.2, pp.5359, 2. 2009 Ground Granulated Blast Furnace Slag TANAKA and Toru YOSHIMURA Hidekazu HIRANO, Keisuke MINAMI, Yasuhito Highspeed construction in high rise largescale housing Vol.47, No.2, pp.6065, 2. 2009 HARA The Design and Construction of The Cut and Cover Tunnels by the Method of Atsushi SHIMURA, Takashi NAKASHIMA, Vol.46, No.11, pp.3540, 11. 2008 Replacement of Brace Reaction Using Side Wall Koutaro MIMURA and Keisuke KAWAMATA Application of Self Compacting Concrete to Reinforced Backfill Concrete for Toru KAWAI, Masanori IMAZU, Toru Vol.46, No.11, pp.4147, 11. 2008 Advanced Natural Gas Storage Project KOMATSUBARA Execution of Lineanode Cathodic Protection System using New Technique ―Repair Kimikazu IKEYA, Masaaki SATO, Kouji ISHII and Vol.46, No.11, pp.5459, 11. 2008 Work for the SourouBridge Suffered from Saltdamage― Hiroshi SEKI The construction report of Super highrise RC residential tower with Super Flex Wall Hiroaki Ohta, Naoki Aso, Taku Kawai, Yuji Vol.46, No.10, pp.3539, 10. 2008 System Ishikawa Preventive Maintenance against Chloride Attack for the Superstructure of Oyashirazu Masashi SAITO, Kazuhiro ONOZUKA, Hiromoto Vol.46, No.10, pp.2834, 10. 2008 Seaside Bridge on the Hokuriku Expressway KOBAYASHI and Minobu AOYAMA Shigeru MIYAZAWA, Fumio TAKEUCHI, Youji Seismic Strengthening by Buttress for 3story R/C school building Vol.46, No.10, pp.4047, 10. 2008 HOSOKAWA and Minehiro NISHIYAMA Seismic Performance and Retrofit of “the Tsutihashi River Floodway Tunnel Michinori KUDOU, Kazuaki NIREI, Xuesong Vol.46, No.8, pp.2732, 8. 2008 (Tentative)” YANG Design and Construction of Longest Span SHINKANSEN Bridge ―Tohoku Shinichi TAMAI, Takeshi TANAKA, Takashi Vol.46, No.7, pp.3137, 7. 2008 SHINKANSEN SANNAIMARUYAMA Bridge― SUZUKI and Takashi SAKAMOTO The Execution of Toyota Pedestrian bridge ―Pedestrian bridge that ultra high Kunihiro OSHIMA, Minoru NAKASHIMA, Kouzi Vol.46, No.6, pp.2530, 6. 2008 strength fiber reinforced concrete― TANAKA and Hidehiko INAHARA Design and construction of a base isolated super highrise RC building composed of Akira NISHIMURA, Yousuke SHIRAISHI, Takeshi Vol.46, No.4, pp.4248, 4. 2008 three connected towers with vibration control system SUZUKI and Hideki KIMURA TokaiHokuriku Expressway，Hida Evacuation Tunnel ―Secondary Tunnel Mamoru Moriyama, Shinobu Kaise, Isao Tsukiji Vol.46, No.4, pp.4953, 4. 2008 Lining Construction by Shotcrete― and Akinobu Hirama Design and Construction of KIRIGATAKI Bridge (Aline) in Shin Meishin Makoto NAKASU, Kazuya YANAGINO and Vol.46, No.3, pp.3237, 3. 2008 Expressway Tadahiko TSUTSUMI Concrete Works in Construction of Large Scale Underground LNG Tank ― Katsunori KOBAYASHI, Atsuhiro FUKADA, Vol.46, No.3, pp.3845, 3. 2008 Construction of ChitaMidorihama No.2 LNG Tank― Mitsuhiro OKUMA and Shuji YANAI Performance of the cement blended with large amount of blast furnace slag used Shinichi WAKASUGI, Yoshiyuki SHINZAKI, Vol.46, No.3, pp.4652, 3. 2008 in Sakhalin Ⅱ Project Tatsuo KAWABATA and Masahiro ONO Design and Construction of an Apartment Building with CFT Flat Plate Seismic Nobuo Nakayama, Toshiaki Ito, Tetsuo Mochida, Vol.46, No.3, pp.5359, 3. 2008 Isolation Structure Takayuki Inoue HighRise Apartment House with HighStrength Shear Walls And LowYield Hitoshi KUMAGAI, Seiichi MATSUURA, Vol.46, No.2, pp.5762, 2. 2008 Point Steel Dampers Yukinobu KUROSE and Seiji UMEZU Design and construction by a precast method of construction in Senpuku Daini Minoru YAMAMOTO, Toshimune ISHII, Vol.46, No.2, pp.6370, 2. 2008 Tunnel (the open cut tunnel) Yoshiichi SAJI and Junichi KAWAMURA Protection against Erosion of Concrete Pier Constructed in Acidriver with Ryo SONOBE, Takeshi TANAKA, Koji SASAKI Vol.46, No.2, pp.7176, 2. 2008 Titaniumsheet Covering Method and Takashi HABUCHI Single Plane CableStayed Prestressed Concrete Bridge with the World’s Longest Tomoki NAKAMURA, Kazuteru TSUCHIDA, Vol.45, No.12, pp.3844, 12. 2007 Center Span Length ―Construction of the Bai Chay Bridge, Vietnam― Naoki NAGAMOTO and Koji HAYASHI The design and construction of a complex structure highrise building using mid Tsutomu KOMURO, Katsuhiko SOYA, Shinichiro Vol.45, No.12, pp.4551, 12. 2007 story isolation system KAWAMOTO and Yasuto KODAIRA Construction Method of exposed Black Concrete Walls with Grain Transcript of Toshiyuki YAMAMOTO, Kohji UEGAKI, Takashi Japanese Cedar on the Surface ―Construction of Raku KichizaemonKan,Sagawa Vol.45, No.11, pp.3641, 11. 2007 IWASHIMIZU and Hiroshi TAKEDA Art Museum― Repair/retrofitting of Tedorigawa Bridge Piers Including Measures against Chloride Kenji MATSUDA, Yasunori TSUNO Vol.45, No.11, pp.4247, 11. 2007 Attack, Scour, and Abrasion Rapid construction of precast concrete caisson with a cross section divided into 3 Katsufumi OKIMORI, Masao HIRABAYASHI, Vol.45, No.10, pp.3642, 10. 2007 pieces Shigeo TANABE and Takeshi FUKAZAWA Application of HighPerformance, CrackReducing Concrete to a Finely Designed Kazuhia YODA, Toshihide SAKA, Haruki. Vol.45, No.10, pp.5156, 10. 2007 Concrete Building MOMOSE and Kenichi MORITA Concrete Journal Vol.47, No.8, pp34-38, Aug. 2009/ Copyright ○c Japan Concrete Institute Construction records Development of Top-down Construction Using Precast Ultra-high Strength Concrete for Basement Columns and Application to High-rise Building Keiki YAMAMOTO*1, Tetsuji MIYATA*2, Norishige MOTOOKA*3 and Atsushi HATTORI*4 Keywords: top-down construction, basement column, precast, high-strength concrete, 100N/mm2, shortening of construction period, reduction of environmental burdens Since precast concrete basement columns for top-down construction method can be utilized as the permanent structural framing as they are, basement column erection and excavation for the underground structural framing can be completed simultaneously. However, in case of a high-rise building, the large sizes of conventional precast concrete columns required to bear the heavy axial loads pose problems in the erection of the columns. Ultra-high strength concrete provides a solution to this problem by Erection of HSPC basement column allowing reductions in the member size, thereby enabling engineers to apply precast concrete basement columns to skyscrapers. Compared with the conventional top-down construction method using temporary steel columns, this top-down method of using precast concrete basement columns further streamlines and improves the quality of basement construction, while reducing the construction period and saving labor. It is also an effective way to decrease the burden on the environment because of reductions in the amount of Bottom floor after excavation steel and concrete used. This paper first describes the development of the Photo 1 Construction of HSPC basement column top-down construction method using ultra-high * section size (mm) 2 strength precast concrete basement column (referred ) down by 50% to as HSPC basement column) with design strength t/m ( of 100 MPa, and its application to an actual 1.5 high-rise building. The paper then proceeds to report the effects of down by 20% applying the method developed to high-rise building 1 construction. The HSPC basement column requires HS PC no column construction under the ground floor after 0.5 *** 1200 1550 2200 excavation (Photo 1), and is effective in shortening of unit length emission per 2 × × × construction time compared with the conventional columns basement recast 1200 1550 2200 CO p 0 top-down method. Use of 100MPa ultra-high Fc100N/mm2 Fc60N/mm2 Fc30N/mm2 strength concrete also allows significant reductions in the amount of CO2 emission from the component
Load more

Recommended publications
  • By Private Car
    By private car Tokai Loo p E xp Minoseki JCT re ssw ay y a w 157 s 418 s 418 e 256 r p x E u ay k w ri s ku es i Ho 21 pr ka Ex o o T Chu 157 21 21 248 Toki JCT Gifu Prefecture 41 Nagoya Airport Parking Area Toki Minami Tajimi I.C. Meish 22 19 in Ex Owari Asahi Parking Area pre Komaki I.C. ssw ay 155 Komaki JCT 419 Nagakute Parking Area Ichinomiya JCT Nagoya Airport Ichinomiya I.C. 248 Kusunoki 257 JCT Kiyosu JCT Seto 155 Area 363 Omori I.C. Nagoya Fujigaoka Parking Area essway I.C. Nagoya Nishi pr Kamiyashiro 6 Yakusa JCT Ex JCT Toyota Fujigaoka I.C. a I.C. y wa oy ss g xpre 302 Takabari JCT E Na an 153 eih 155 i-M 1 Nagakute sh a Area Tomei Miyoshi I.C. ig 420 H Nagakute Minami Parking Area Miyoshi Parking Area Toyota I.C. 23 54 ay Nagoya Minami JCT ressw Exp an ng wa Ise y 301 a w s s e Toyota r p JCT x E o t Aichi Prefecture n 155 a - H a it 473 Mie Prefecture h C Okazaki I.C. ntrair Line 1 Ce Handa Chuo I.C./JCT Tomei Expre 23 248 ssway Central Japan Centrair International Airport Higashi I.C. I.C.= expressway entrance / exit point Recommended Park & Ride areas by departure places EXPO Area Seto PR161, Nagoya Toyoyama Inazawa Route→ Meishin Expressway Nagoya Expressway PR448, Nagoya Airport Chuo Route Nagoya Airport From western Japan Komaki I.C.
    [Show full text]
  • Aichi Prefecture
    Coordinates: 35°10′48.68″N 136°54′48.63″E Aichi Prefecture 愛 知 県 Aichi Prefecture ( Aichi-ken) is a prefecture of Aichi Prefecture Japan located in the Chūbu region.[1] The region of Aichi is 愛知県 also known as the Tōkai region. The capital is Nagoya. It is the focus of the Chūkyō metropolitan area.[2] Prefecture Japanese transcription(s) • Japanese 愛知県 Contents • Rōmaji Aichi-ken History Etymology Geography Cities Towns and villages Flag Symbol Mergers Economy International relations Sister Autonomous Administrative division Demographics Population by age (2001) Transport Rail People movers and tramways Road Airports Ports Education Universities Senior high schools Coordinates: 35°10′48.68″N Sports 136°54′48.63″E Baseball Soccer Country Japan Basketball Region Chūbu (Tōkai) Volleyball Island Honshu Rugby Futsal Capital Nagoya Football Government Tourism • Governor Hideaki Ōmura (since Festival and events February 2011) Notes Area References • Total 5,153.81 km2 External links (1,989.90 sq mi) Area rank 28th Population (May 1, 2016) History • Total 7,498,485 • Rank 4th • Density 1,454.94/km2 Originally, the region was divided into the two provinces of (3,768.3/sq mi) Owari and Mikawa.[3] After the Meiji Restoration, Owari and ISO 3166 JP-23 Mikawa were united into a single entity. In 187 1, after the code abolition of the han system, Owari, with the exception of Districts 7 the Chita Peninsula, was established as Nagoya Prefecture, Municipalities 54 while Mikawa combined with the Chita Peninsula and Flower Kakitsubata formed Nukata Prefecture. Nagoya Prefecture was renamed (Iris laevigata) to Aichi Prefecture in April 187 2, and was united with Tree Hananoki Nukata Prefecture on November 27 of the same year.
    [Show full text]
  • Current Status of Motorcycle Accidents and Emergency Transport
    ITARDA 21th WorkShop Report Current status of motorcycle accidents and emergency transport Shinji Hamada, Senior Researcher, Research Division 1. Purpose of the study The conditions surrounding motorcycles and motorcycle accidents have been undergoing a drastic transformation in these past few decades. This is thought to have been backed by a number of factors, including: (1) the decline in the population of young people, (2) the diversification in people’s interests, and (3) the adoption of motorcycling as an interest by middle-aged and elderly people. In light of the above, there are calls for the enactment of different traffic measures than those enacted in the past. Conceivable examples of this would include revising countermeasures against motorcycle gangs comprised mainly of minors (lifting entry restrictions to downtown urban areas) and awareness- raising activities for middle-aged and elderly return riders who are taking up motorcycling again after an absence (with measures including rechecking of any decline in their capabilities, etc.). Among these one can glimpse measures that are being handled, even if only in a partial manner. This paper will reaffirm the changes in motorcycle accidents and their recent conditions and characteristics, thereby clarifying the orientation for traffic measures and getting the word on this out to the public that will serve to provide backup in promoting effective traffic measures. One recent initiative begun by the Institute for Traffic Accident Research and Data Analysis (hereafter abbreviated as ITARDA) is an attempt to develop traffic analyses based on a new approach of combining the various traffic accident data possessed by ITARDA with other data (national geographical information, emergency transport information, etc.).
    [Show full text]
  • About CEP / AIP / NEP（PDF）
    Exhibit 1 About CEP / AIP / NEP 1. The feature of CEP / AIP / NEP (1) The user can enjoy the attractive sightseeing spots in the area including Shirakawa-go, Kanazawa, Mt. Fuji, Kyoto, Ise-Shima according to unlimited ride from 2 days to 14 days by flat rate. (2) Because of the unlimited ride on the Toll and the usage of ETC, the user passes without stopping at the Toll Gate for payment. So, even foreign customers who are unfamiliar with Japanese Toll Roads can feel free to use it. (3) The user can use the rent car provided “TOYOTA RENT-A-LEASE Aichi / Nagoya / Tokyo / Tama / Kanagawa / Yokohama / Shizuoka / Gifu / Toyama / Ishikawa / Fukui”, "TIMES MOBILITY NETWORKS CO., LTD.”, “Nippon Rent-A-Car Service, Inc.”, “ORIX Auto Corporation” (hereinafter referred to as “each rent car companies”). 2. The price of each plan (Tax-included price) Plan Price CEP AIP NEP * On Sale * Optional Area * Optional Area 2days 5,100 yen 3days 6,100 yen 4days 7,100 yen +1,500 yen +1,530 yen 5days 8,100 yen 6days 9,200 yen 7days 10,200 yen 8days 11,200 yen 9days 12,200 yen 10days 13,200 yen 11days 14,300 yen +2,000 yen +2,040 yen 12days 15,300 yen 13days 15,800 yen 14days 16,300 yen * The user can use the only CEP, but cannot use the only AIP or NEP. (The user needs to apply the CEP) * CEP / AIP / NEP are available to the Standard vehicle only. 3. The unlimited area for each plan (A list of available routes is shown Exhibit 2) - CEP The roads managed by Central Nippon Expressway Company Limited and Meishin Expressway (Yokaichi IC to Kyoto-minami IC) / Shin-Meishin Expressway (Koka-Tsuchiyama IC to Kusatsu JCT).
    [Show full text]
  • (Chapter Title on Righthand Pages) 1
    A COMPARITIVE STUDY ON CRASH CHARACTERISTICS BETWEEN URBAN AND INTERCITY EXPRESSWAY BASIC SEGMENTS YONG WU. DOCTOR CANDIDATE, DEPARTMENT OF CIVIL ENGINEERING, NAGOYA UNIVERSITY, NAGOYA, 464- 8603, JAPAN. E-MAIL: [email protected] HIDEKI NAKAMURA. PROFESSOR, DEPARTMENT OF CIVIL ENGINEERING, NAGOYA UNIVERSITY, NAGOYA, 464- 8603, JAPAN. E-MAIL: [email protected] MIHO ASANO. ASSISTANT PROFESSOR, DEPARTMENT OF CIVIL ENGINEERING, NAGOYA UNIVERSITY, NAGOYA, 464-8603, JAPAN. E-MAIL: [email protected] This is an abridged version of the paper presented at the conference. The full version is being submitted elsewhere. Details on the full paper can be obtained from the author. A comparative study on crash characteristics between urban and intercity expressway basic segments Yong WU; Hideki NAKAMURA; Miho ASANO A COMPARITIVE STUDY ON CRASH CHARACTERISTICS BETWEEN URBAN AND INTERCITY EXPRESSWAY BASIC SEGMENTS Yong WU. Doctor Candidate, Department of Civil Engineering, Nagoya University, Nagoya, 464-8603, Japan. E-mail: [email protected] Hideki NAKAMURA. Professor, Department of Civil Engineering, Nagoya University, Nagoya, 464-8603, Japan. E-mail: [email protected] Miho ASANO. Assistant Professor, Department of Civil Engineering, Nagoya University, Nagoya, 464-8603, Japan. E-mail: [email protected] ABSTRACT This study aims at identifying the differences of crash characteristics at basic segments between urban and intercity expressways. Crash rate (CR) model is firstly developed as a function of traffic density. The causes leading to different CR characteristics by expressway type are then examined considering the interaction of geometry, traffic flow and ambient conditions.
    [Show full text]
  • Current Kinki Region Information
    Current Kinki Region Information Data that highlights the Kinki Region within Japan Penetration Rate of Sewage Processing Total Length of Protected River ways （％） 100.0 100 99.5 98.0 98.7 Nationwide Total Kinki Region Total Kinki Region Other 93.7 95.2 92.5 90 88.8 88,076.0 km 10,412.9 km（11.8％） 80 Nationwide Average 77.75 78.9 Land Area 8.3% 91.7% 70 77.5 Source: Ministry of Land, Infrastructure and Commerce: Water Management; Homeland Security 60 Bureau Protected River ways Total Length Report (Current as of April 30th, 2016) 51.7 50 Maintenance Rate of Directly Controlled Embankments Population 16.9% 83.1% Nationwide Total: 66.4% 40 Gross Regional 30 25.4 16.2% 83.8% 20 Current Embankment Length Maintenance Rate of Embankment Kinki Region Total: 52.8% Production 10 Necessary Embankment Length Maintenance Rate Directly Controlled World Heritage (Cultural 0 Embankments 31.3% 68.8% Fukui Mie Shiga Kyoto Kyoto Osaka Osaka Sakai Hyogo Kobe Nara Wakayama Source: Ministry of Land, Infrastructure and Commerce: Water Management; Homeland Security Bureau: Heritage) Numbers City City City City Quality of Directly Controlled River Maintenance Facilities (Current as of the end of March 2016) Number of National Source: Public Interest Group Japan Sewer Association Total Length of Specified National Roads 55.4% 44.6% (Current as of March 31st, 2016) Nationwide Total 23,691.2 km Kinki Region Total 2,159.8 km (9%) Treasures (Nationwide average excludes Fukui) Foreign Visitors 30.7% 69.3% Maintenance Rate per Year Nationwide Total: 65.8% 0% 10% 20%
    [Show full text]
  • Accesschubu International Airport (Centrair)
    ,History and Cult Nature ure of T : The he K de iso ExpresswayHokuriku Seki IC i T Gu hr ne ee Gifu Prefecture -o R Ikeda-cho n iv -i e l r Ibuki l s Gifu A Mountain Tarui-cho Godo-cho Kaizu City Nagahama IC Takayama Main Line 21 Nagahama 365 Tokaido RailwayMeitetsu Takehana Line Meitetsu Kakamigahara Line Ancient battlefield Ogaki of Sekigahara Sekigahara Gifu Kakamigahara IC Hokuriku Main Line 8 Guide Anpachi-cho Sekigahara IC 21 Ichinomiya-Kisogawa IC Maihara IC Fuwa-no-seki Site Tokaido Shinkansen Meishin Expressway Sekigahara-cho Gifu Hashima Maibara Bisai IC Aichi Prefecture Komaki IC Hikone Ogaki IC Owari Ichinomiya Yoro-cho Gifu Hashima IC Ichinomiya-Nishi IC Yoro Waterfalls Wanouchi-cho 258 Meitetsu Nagoya Yoro Mountain Main Line Bisai Line Bisai Hikone IC Meitetsu Ichinomiya IC Yoro Line Mino-Tsuya Kaizu City Kiyosu-Higashi IC Komano Ibi River Nagara River Kiso River Meitetsu Tsushima名鉄津島線 Line Mino-Yamazaki Ishizu 155 Nagoya Nishi IC Nagoya Shiga Prefecture Mino-Matsuyama Nagoya Expressway Kanie IC Senbon Matsubara Nagashima IC 1 Yatomi IC Kintetsu Nagoya Line Kuwana-Higashi IC 23 Mie Prefecture 365 Kuwana IC Kuwana Isewangan Expressway Yokkaichi-Higashi IC Wangan-Nagashima IC Yokkaichi IC Meitetsu Kouwa Line 155 Ise Bay Line Tokoname Meitetsu Higashi-Meihan Expressway Kintetsu Yokkaichi Yokkaichi Chita peninsula Road 知 多 半 島 道 Handa Chuo IC 路 Tokoname Centrairline ACCESSChubu International Airport (Centrair) ●Traffic Access (To Kaizu City Office, Kaizu Government Building) For more information : Via Higashi-Meihan Expressway ●From Nagoya area, approx. 20 min. from Yatomi IC Kaizu City Commerce and Tourism Division ●From Yokkaichi area, approx.
    [Show full text]
  • Corporate Profi Le
    Corporate Profi le IHI Infrastructure Systems Co., Ltd. ● Information contained in this catalog is that as of May. 2017. ● Note that specifications, dimensions and appearance contained in the catalog may be changed without notice for improvement. IHI Infrastructure Systems Co., Ltd. ● Note that the color tone of the product on the catalog may Head office, Sakai works 3-banchi, Ohama-nishimachi, Sakai-ku, Sakai-shi, Osaka 590-0977 appear different from that of the actual product for reasons attributable to printing. TEL +81-72-223-0981 FAX +81-72-223-0967 ● Note that the addresses may be changed. Tokyo branch Azuma Bld., 17-12, Shibaura 3-chome, Minato-ku, Tokyo 108-0023 TEL +81-3-3769-8600 FAX +81-3-3769-8607 URL: www.ihi.co.jp/iis/english/ 1705-1000 FXSS（DP760） Printed in Japan このカタログは再生紙および環境負荷の少ないインキを使用しています。 “Contributing to the development of society through tech nology” “Human Resources is the only and the largest asset of the company” Introduction Under the IHI Group management principles, “Contributing to the development of society through technology” and “Human resources is the only and the largest asset of the company.”, IHI Infrastructure Systems Co., Ltd. has mobilized excellent human resources and high technological capabilities, backed by abundant experience, and pushed forward with the aim of providing high-quality social capital which accommodates the needs of society at the same time as being safe and reliable. As well as constructing and repairing bridges and floodgates both in Japan and abroad, as a countermeasure to facility obsolescence and from the perspective of operation and maintenance, we will join our affiliate, IHI Construction Service Co., Ltd., in focusing on the inspection, diagnosis, large-scale modification, renewal, etc.
    [Show full text]
  • Second Opinion
    Second Opinion October 8, 2020 Nagoya Expressway Public Corporation ESG Dept., Credit Rating Social Finance Framework Planning and Research Office Chief Analyst: Takeshi Usami Rating and Investment Information, Inc. (R&I) has confirmed the alignment of the Social Finance Framework of Nagoya Expressway Public Corporation dated September 10, 2020 with the Social Bond Principles (SBP) 2020. This opinion is based on the following views. ■ Overview of the Opinion (1) Use of Proceeds Proceeds will be allocated to the public corporation’s expressway projects (eligible projects) to finance or refinance the cost of new construction and renovation of expressways. As an agency that executes policies of Aichi Prefecture and Nagoya City, the public corporation not only contributes to solving social issues relating to road traffic in the Nagoya metropolitan area, but addresses social issues in the country, such as aging infrastructure. Eligible projects will deliver direct benefits, including eliminating traffic jams and securing emergency transport routes in the event of disasters, and indirect benefits, such as facilitating logistics and interaction of people in a wider area through a road network. In the implementation of eligible projects, appropriate steps are taken for local requests and expressway tolls. Although there may be an environmental impact over an extensive area, proper measures are in place, such as a prior environmental impact assessment and environmental measures in project implementation. R&I has evaluated that eligible projects will provide positive outcomes for the society as a whole. Eligible projects correspond to the project category of “Affordable basic infrastructure” illustrated in SBP2020, which targets the “General public” primarily in the Nagoya metropolitan area, but targets “Vulnerable groups, including as a result of natural disasters” in particular when a disaster occurs.
    [Show full text]
  • (Meinikan) to Higashi-Meihan Expresway
    C2 Nagoya Ring Road No. 2 (Meinikan) to E23 Higashi Meihan Expressway (distance toll section) Oharu-Minami IC Nagoya Ring Road No. 2 Oharu-Minami IC【Entrance】 (Meinikan) Kiyosu bound Records time for Nagoya Ring Oharu-Minami IC【Exit】 Road No.2 (Meinikan). There is no tollgate. (Time is not recorded) Nagoya-Nishi Tollgate Oharu Tollgate 【Nagoya bound】 Records time for Nagoya Ring Records exit time from Higashi Road No.2 (Meinikan). Local road entrance Local road exit Meihan. Please contact Nagoya Expressway *Time for Nagoya Ring Road Public Corporation for handling of tolls No.2 (Meinikan) is not recorded. Nagoya-Nishi IC【Exit】 at Nagoya Expressway Tollgate There is no tollgate. (Sennonji). (Time is recorded when passing Nagoya-Nishi Tollgate) Local road exit Local road entrance Distance toll section Nagoya of Higashi Meihan, Expressway Yokkaichi bound Route No.5 Local road entrance Local road exit Nagoya-Nishi Tollgate Nagoya-Nishi IC【Entrance】 Sennonji IC 【Yokkaichi bound】 There is no tollgate. Nagoya-Nishi JCT Records entry time to Higashi (Time is recorded when passing Meihan. Nagoya-Nishi Tollgate) Note *Time for Nagoya Ring Road ・When using Nagoya Ring Road No.2 (Meinikan) and Higashi Meihan Expressway (distance No.2 (Meinikan) is not recorded. toll section) consecutively, discounts are applied based on times passing the tollgates in Nagoya-Nishi IC each section individually. ・Please check our website, etc. when using the Shin Meishin Expressway from Tokyo, Shizuoka and Nagano to Osaka and Kyoto, as tolls can be higher when using Nagoya Ring Road No.2 (Meinkan/ Nagoya-Minami JCT to Nagoya-Nishi JCT and Nagoya IC) than the Isewangan Expressway.
    [Show full text]
  • Assistance Map for Returning Home on Foot Assistance Map For
    Example of Changing Trains to a Shuttle Service Station Public Name of Railway Shuttle Service Aisai City Transportation Example of Changing Trains AssistanceAssistance MapMap Type Line Station Assistance Map Tokaido Nagoya 1. Board train at Nagoya Station. Shinkansen (from Tokyo) Tokaido Main Owariichinomiya 1. Go to Maibara Sta. by Shinkansen and return from Maibara. forfor ReturningReturning HomeHome onon FootFoot Line (from Tokyo) 2. Walk to Owariichinomiya. for Returning Home on Foot 3. Go from Meitetsu Sugaguchi to Shinichinomiya / Owariichinomiya. Chuo Main Line Kasugai to 1. Walk to Kasugai. This map has been prepared to assist persons returning home on foot when the transportation facilities are stopped for example JR Mizunami 2. Go from Owariichinomiya via Gifu, Mino ota, Tajimi to which happened when the warning announcement was issued during the Tokai earthquake. Minamikiso to Kasugai. Shiojiri 3. Go to Maibara Sta. by Shinkansen, go from Maibara via Although this map indicates roads, the safety of those roads cannot be guaranteed. Gifu, Mino ota, Tajimi to Kasugai. Please take precautions for your safety when using the roads. Kansai Main Yokkaichi 1. Go to Shinosaka Sta. by Shinkansen and return from Line Kameyama Osaka When a warning announcement has been issued for an earthquake: 2. Go to Kyoto Sta. by Shinkansen and return from Kyoto Response to an Earthquake warning • Do not approach concrete-block walls or unstable vending machines. 3. Walk to Yokkaichi Station (in the designated Areas under Intensified Measures) • Pay attention to buildings for falling window glass or signs. Do not Nagoya Main Line Sugaguchi 1. Walk from Sugaguchi Station Railway and Subway approach such buildings.
    [Show full text]
  • Japanese Transportation Quiz Which Is the Yamanote Line That Runs Around Central Tokyo?
    Japanese Transportation Quiz Which is the Yamanote Line that runs around central Tokyo? ① ② ③ ④ Which is the Yamanote Line that runs around central Tokyo? ① ② ③ ④ JR lines in Japan are run by several regional companies. Which is the company that operates trains in Tokyo? ① JR Kanto ② JR Tokyo ③ JR Metropolitan ④ JR East JR lines in Japan are run by several regional companies. Which is the company that operates trains in Tokyo? ① JR Kanto ② JR Tokyo ③ JR Metropolitan ④ JR East What are the ticket offices in JR stations called? ① Aka-no-madoguchi [red window] ② Ao-no-madoguchi [blue window] ③ Midori-no-madoguchi [green window] ④ Kiiro-no-madoguchi [yellow window] What are the ticket offices in JR stations called? ① Aka-no-madoguchi [red window] ② Ao-no-madoguchi [blue window] ③ Midori-no-madoguchi [green window] ④ Kiiro-no-madoguchi [yellow window] What do you call the box lunch that is sold at stations for eating on the train? ① ekiben ② denben ③ kurumaben ④ tetsuben What do you call the box lunch that is sold at stations for eating on the train? ① ekiben ② denben ③ kurumaben ④ tetsuben What is the name of the JR train that runs between Narita Airport and Tokyo Station? ① Narita Express ② Jet Express ③ Sky Express ④ Airport Express What is the name of the JR train that runs between Narita Airport and Tokyo Station? ① Narita Express ② Jet Express ③ Sky Express ④ Airport Express What is the name of the private railway that runs between Narita Airport and Ueno Station? ① Narita Liner ② Jetliner ③ Skyliner ④ Airport Liner What is the name
    [Show full text]