Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
ROAD SURFACE LINING METHOD AND ROAD SURFACE LINING STRUCTURE
PROBLEM TO BE SOLVED: To provide a road surface lining method, shorter in a member width than a lining plate, easy and quick by using an easily handling H-steel material as a lining girder, reducing construction cost, capable of shortening a construction period, and reducing a traffic regulation time without causing excavation and backfilling when installing the lining girder.SOLUTION: A road surface lining is formed by laying a laying iron plate 49 on an upper surface of a lining girder for laying in sideways arrangement, by laying by directly placing on the ground in the sideways arrangement by setting a flange 31a surface above with an H-steel material as the lining girder 31 in a road part crossing place.SELECTED DRAWING: Figure 1
【課題】覆工板と比べ部材幅が短く、扱い易いＨ鋼材を覆工桁として使用することで、簡易かつ迅速に、工費も安く、工期も短縮でき、また、覆工桁設置の際に掘削、埋戻しを伴わないので、交通規制の時間が少なくてすむ路面覆工方法を提供する。【解決手段】道路部横断箇所で、Ｈ鋼材を覆工桁３１としてフランジ３１ａ面を上にして横並びに地盤上に直置して敷設し、横並びに敷設する覆工桁の上面には敷鉄板４９を布設して路面覆工を形成した。【選択図】 図１
ROAD SURFACE LINING METHOD AND ROAD SURFACE LINING STRUCTURE
PROBLEM TO BE SOLVED: To provide a road surface lining method, shorter in a member width than a lining plate, easy and quick by using an easily handling H-steel material as a lining girder, reducing construction cost, capable of shortening a construction period, and reducing a traffic regulation time without causing excavation and backfilling when installing the lining girder.SOLUTION: A road surface lining is formed by laying a laying iron plate 49 on an upper surface of a lining girder for laying in sideways arrangement, by laying by directly placing on the ground in the sideways arrangement by setting a flange 31a surface above with an H-steel material as the lining girder 31 in a road part crossing place.SELECTED DRAWING: Figure 1
【課題】覆工板と比べ部材幅が短く、扱い易いＨ鋼材を覆工桁として使用することで、簡易かつ迅速に、工費も安く、工期も短縮でき、また、覆工桁設置の際に掘削、埋戻しを伴わないので、交通規制の時間が少なくてすむ路面覆工方法を提供する。【解決手段】道路部横断箇所で、Ｈ鋼材を覆工桁３１としてフランジ３１ａ面を上にして横並びに地盤上に直置して敷設し、横並びに敷設する覆工桁の上面には敷鉄板４９を布設して路面覆工を形成した。【選択図】 図１
ROAD SURFACE LINING METHOD AND ROAD SURFACE LINING STRUCTURE
路面覆工方法および路面覆工構造
UEMURA MAKOTO (Autor:in) / UEMURA KENJIRO (Autor:in) / TAKEGAWA HIROAKI (Autor:in)
26.10.2017
Patent
Elektronische Ressource
Japanisch
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