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| Structural Type: 3-span arch bridge |
| Location: Aomori |
| Bridge Length: 180.400m |
| Span: 56.425m+66.050m+56.425m |
| Width: 10.5m |
| Design: East Japan Railway Company, JR East Consultants Company |
| Construction: Tekken Corporation, Sumitomo Mitsui Construction JV |
| Structural Type: 2-span UFC box girder bridge | ||
| Location: Fukuoka | ||
| Bridge Length: 81.2m | ||
| Span: 39.9m+39.9m | ||
| Width: 3.0m | ||
| Design: Taisei Corporation | ||
| Construction: Taisei Corporation |
| Structural Type: Ventilation Tower | ||
| Location: Tokyo | ||
| Height: 45.0m | ||
| Cross Section: Hexagon | ||
| Design: Metropolitan expressway Company, Docon, Daikien Sekkei |
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| Construction: Hazama,Toyo,Taihei JV, Obayashi,AsunaroAoki JV, Tokyu Totetsu, Hokudo Sogo JV, Kumagai,Penta Ocean, Fukuda JV, Konoike, Nippon Engineering Consultants, Sata JV, Konoike, Seibu,Saiki JV, Shimizu,Toa,Ando JV, Obayashi, Takenaka Civil Engineering,Seibu JV |
University Architecture Studio
| Structural Type: RC＋PcaPC＋S | ||
| Location: Hyogo | ||
| Number of Stories: 3 stories | ||
| Building use: university | ||
| Floor space: 3860m2 | ||
| Total floor space: 7560 m2 | ||
| Design: Nikken Sekkei | ||
| Construction: Takenaka Corporation | ||
| PC Construction: P.S. Mitsubishi Construction |
| Structural Type: 7-span fin back bridge | ||
| Cable-stayed Bridge | ||
| Location: Niigata | ||
| Bridge Length: 462.0m | ||
| Span: 57.0m+69.0m+3@70.0m+69.0m+57.0m | ||
| Width: 13.3m | ||
| Design: Yachiyo Engineering | ||
| Construction: P.S. Mitsubishi ,Kowa, Tokiwa JV |
| Structural Type: 15-span continuous girder bridge | ||
| Location: Shizuoka | ||
| Bridge Length: 717.0m,709.0m | ||
| Span: 3@50.0m+5@45.0m+5@50.0m+47.0m+45.0m | ||
| 3@50.0m+5@45.0m+4@50.0m+2@47.0m+40.0m | ||
| Width: 10.75m | ||
| Design: Central Nippon Expressway Company,Asia Air Survay, Sumitomo Mitsui Construction, Abe Nikko Kogyo JV |
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| Construction: Sumitomo Mitsui Construction,Abe Nikko JV |
| Structural Type: 6-span corrugated steel web bridge | ||
| Location: Shiga | ||
| Bridge Length: 445.39m | ||
| Span: 49.09m+3@79.0m+94.0m+63.55m | ||
| Width: 11.46m | ||
| Design: Yachiyo Engineering,P.S. Mitsubishi,Koastu Kogyo JV | ||
| Construction: P.S. Mitsubishi,Koatsu Kogyo JV |
R&D Awards
precast segments; Development of UFC
shallow girder
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| Structural Type: UFC 3-span pedestrian bridge | ||
| Location: Niigata | ||
| Bridge Length: 30.500m | ||
| Span: 2.000m+26.000m+2.000m | ||
| Width: 3.5m | ||
| Design: Kajima Corporation | ||
| Construction: Chotetsu Kogyo,Kajima JV |
Construction Technology Awards
| Structural Type: UFC girder bridge | ||
| Location: Tottori | ||
| Bridge Length: 64.500m | ||
| Span: 63.300m | ||
| Width: 2.000m | ||
| Design: Asahi Consultant | ||
| Construction: Abe Nikko Kogyo |
| Structural Type: Simple beam bridge | ||
| Location: Okinawa | ||
| Bridge Length: 23.600m | ||
| Span: 22.840m | ||
| Width: 2.000m+16.000m+2.500m | ||
| Design: Fuji p.s Corpration |
