構造工学論文集 A
Online ISSN : 1881-820X
鋼、木構造・橋
直接基礎を有する鋼ポータルラーメン橋の設計と剛結部構造の合理化
芦塚 憲一郎宮田 弘和坂手 道明木曽 収一郎栗田 章光
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2007 年 53A 巻 p. 936-945

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By selecting the rigid frame construction for a bridge, the substantial advantages which are, for example, low building and maintenance costs, high earthquake resistance, comfortable driving and so on, could be realized. The Shimotaniike bridge in Hanwa Expressway is under construction as a hybrid frame bridge where the spread foundation was adopted because of a rock ground. To get an economical solution for the connecting method between steel girder and reinforced concrete abutment, a new connection detail by using the PBL (Perfobond Leistung) shear connector was developed and also its loading test using large specimens was carried out. In this paper, first, the outline and design concept of Shimotaniike Bridge system are reported. Next, new connection detail and its design method are proposed and discussed based on the loading test results.

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© 2007 公益社団法人 土木学会
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