A STEP AHEAD

This article discusses the factors affecting the design and construction of the Village Park footbridge in Ikusaka Village, Nagano Prefecture, Japan. This 105.53m long bridge is a prestressed concrete stress ribbon pedestrian bridge, built using precast concrete panels. The bridge was built in a 45m deep V-shaped valley with steep cliffs of at least 30 gradient on both sides. It was important to select a bridge design that would harmonise with these scenic surroundings, and seven different bridge types were examined according to aesthetic and economic criteria. A precast concrete stress ribbon design was chosen because its slenderness would harmonise easily with the surrounding landscape, and its construction costs would be limited. In this design, the bridge is a slender structure, whose prestressing cables are stretched between abutments and covered with thin concrete. The bridge has a single span of 94.23m, effective width 1.50m, and basic sag 2.70m; it can carry a pedestrian load up to 200kg/m. The substructure has a spread foundation with ground anchor on one side, and a pile foundation with ground anchor on the other. The article outlines the seven-step construction process, and discusses the bridge's wind stability. It details the sag design, control, determination, and measurement.

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  • Corporate Authors:

    Palladian Publications Limited

    15 South Street
    Farnham Surrey GU97QU,   United Kingdom 
  • Authors:
    • Fukayama, K
    • SHINAGAWA, K
  • Publication Date: 1999

Language

  • English

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00767090
  • Record Type: Publication
  • Source Agency: Transport Research Laboratory
  • Files: ITRD
  • Created Date: Aug 6 1999 12:00AM