File:Shin-Tomei Expwy JD20a4a.png

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日本語: E1A新東名高速道路で採用された橋梁形式。有効幅員16.5 m（道路規格第1種第1級における片側3車線）である場合の従来形式の箱桁断面と新採用の箱桁断面。新採用はストラットを使用することで箱桁断面を縮小し、その結果として下部工も縮小された。典拠 : 『土木施工』2012年4月（Vol.53 No.4)、43頁
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Date/TimeThumbnailDimensionsUserComment
current17:54, 10 November 2021Thumbnail for version as of 17:54, 10 November 20218,512 × 3,184 (878 KB)野良人 (talk | contribs)opt.
21:30, 29 October 2021Thumbnail for version as of 21:30, 29 October 20218,512 × 3,184 (1,005 KB)Ras67 (talk | contribs)opt.
21:30, 29 October 2021Thumbnail for version as of 21:30, 29 October 20218,512 × 3,184 (1.53 MB)Ras67 (talk | contribs)== {{int:filedesc}} == {{Information |description={{ja|1=E1A新東名高速道路で採用された橋梁形式。有効幅員16.5 m（道路規格第1種第1級における片側3車線）である場合の従来形式の箱桁断面と新採用の箱桁断面。新採用はストラットを使用することで箱桁断面を縮小し、その結果として下部工も縮小された。典拠 : 『土木施工』2012年4月（Vol.53 No.4)、43頁}} |date=2020-01-04 |source={{own}} |author={{U|Oka21000}} |other versions= |other fields= }} == {{int:license-header}} == {{self|cc-by-sa-4.0|author={{U|Oka21000}}}} Category:Shin-Tomei Expressway

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