FIB 36: 2006 fib Awards for Outstanding Concrete Structures

Fib Bulletin 36 provides the buildings that have been chosen as winners, detailed mentions and nominees within the 2006 version of the fib Awards for striking Concrete buildings festival. The awards are attributed in different types, "Buildings" and "Civil Engineering Structures", and provides foreign attractiveness to constructions that reveal the flexibility of concrete as a structural medium.

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Extra resources for FIB 36: 2006 fib Awards for Outstanding Concrete Structures

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D. , Ltd. , Kawada Construction Co. ♦ subcontractors: The arch of the Krka bridge is of double-cell box cross section, 10 m wide and 3 m deep (concrete C 50/60). It spans 204 m with a rise of 56 m. There are six pairs of spandrel columns, distributed symmetrically from the arch crown (columns in C 40/55). The bridge superstructure is a composite grillage with two longitudinal box steel girders joined by steel cross girders and edge girders; it was the first occurrence in Croatia of launching the superstructure of an arch bridge.

Completion: 2005 6000 1300 2000 200 2000 2000 4000 1000 2006 fib Awards for Outstanding Structures Nominees, Civil Engineering Structures Nominee Nominee Krka Bridge Sibenik, Croatia Yahagigawa Bridge Toyota City, Aichi, Japan owner: Croatian Highways Ltd. D. d. d. , Ltd. , Kawada Construction Co. ♦ subcontractors: The arch of the Krka bridge is of double-cell box cross section, 10 m wide and 3 m deep (concrete C 50/60). It spans 204 m with a rise of 56 m. There are six pairs of spandrel columns, distributed symmetrically from the arch crown (columns in C 40/55).

Kajima Corp. ) ♦ contractors: Sumitomo Mitsui Construction, PS Mitsubishi Construction, Shiraishi Corportion ♦ subcontractor: SE Corporation ♦ completion: 2004 The Shin-Meisei bridge crosses the Shonai River in Nagoya. For both aesthetic and economic reasons, continuous threespan prestressed concrete extradosed bridge construction was used. It was necessary to reduce the weight of the main girder cross-section due to constraints on the substructure, and to avoid giving a sense of oppression to vehicles traveling on the road below the bridge.

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