A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
To provide a joint structure of channel steel having joint strength of the same degree as that of a conventional joint structure of channel steel, capable of reducing the number of components, facilitating joint construction, and capable of flattening the surface side of a flange.SOLUTION: In a joint structure of a channel steel for joining a channel steel 10 and a steel material having a plate part: the channel steel is provided with a transmission plate 2 which is closely attached to one side surface of a web 13 of the channel steel and is welded to the rear surface of a flange 12; the web of the channel steel and the transmission plate are joined to a connecting plate 3 for connecting the plate part of the steel material, or the web and the transmission plate of the channel steel are joined to the plate part of the steel material by bolts 6.SELECTED DRAWING: Figure 1
【課題】従来の溝形鋼の接合構造と同程度の接合強度を有するとともに、部品点数を少なくでき、接合施工が容易であり、さらにフランジの表面側をフラットにすることが可能な溝形鋼の接合構造を提供すること。【解決手段】溝形鋼１０とプレート部を有する鋼材を接合する溝形鋼の接合構造であって、溝形鋼には、該溝形鋼のウエッブ１３の片側表面に密着し、かつフランジ１２の裏面に溶接された伝達プレート２が設けられており、溝形鋼のウエッブ及び伝達プレートと、鋼材のプレート部を繋ぐ連結プレート３、又は溝形鋼のウエッブ及び伝達プレートと、鋼材のプレート部が、ボルト６により接合されている。【選択図】図１
To provide a joint structure of channel steel having joint strength of the same degree as that of a conventional joint structure of channel steel, capable of reducing the number of components, facilitating joint construction, and capable of flattening the surface side of a flange.SOLUTION: In a joint structure of a channel steel for joining a channel steel 10 and a steel material having a plate part: the channel steel is provided with a transmission plate 2 which is closely attached to one side surface of a web 13 of the channel steel and is welded to the rear surface of a flange 12; the web of the channel steel and the transmission plate are joined to a connecting plate 3 for connecting the plate part of the steel material, or the web and the transmission plate of the channel steel are joined to the plate part of the steel material by bolts 6.SELECTED DRAWING: Figure 1
【課題】従来の溝形鋼の接合構造と同程度の接合強度を有するとともに、部品点数を少なくでき、接合施工が容易であり、さらにフランジの表面側をフラットにすることが可能な溝形鋼の接合構造を提供すること。【解決手段】溝形鋼１０とプレート部を有する鋼材を接合する溝形鋼の接合構造であって、溝形鋼には、該溝形鋼のウエッブ１３の片側表面に密着し、かつフランジ１２の裏面に溶接された伝達プレート２が設けられており、溝形鋼のウエッブ及び伝達プレートと、鋼材のプレート部を繋ぐ連結プレート３、又は溝形鋼のウエッブ及び伝達プレートと、鋼材のプレート部が、ボルト６により接合されている。【選択図】図１
JOINT STRUCTURE OF CHANNEL STEEL
溝形鋼の接合構造
ONISHI KATSUNORI (author)
2021-10-14
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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