A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
STEEL PIPE COLUMN JOINT STRUCTURE
To improve stress transmission between a circular steel pipe and a square steel pipe with a simple structure.SOLUTION: A steel pipe column joint structure includes a square steel pipe 20, an upper diaphragm 22 provided at the upper end of the square steel pipe 20, a circular steel pipe 40 whose lower end is joined to the upper end of the square steel pipe 20 via the upper diaphragm 22, and a plurality of reinforcing ribs 50 that are provided inside the square steel pipe 20 and extended over side walls 20S to support the upper diaphragm 22 along a non-lap part 40B of the circular steel pipe 40 extending over the adjacent side walls 20S of the square steel pipe 20 in plan view.SELECTED DRAWING: Figure 2
【課題】簡単な構造で、円形鋼管と角形鋼管との間の応力伝達を良好にすることを目的とする。【解決手段】鋼管柱接合構造は、角形鋼管２０と、角形鋼管２０の上端部に設けられる上側ダイアフラム２２と、下端部が上側ダイアフラム２２を介して角形鋼管２０の上端部に接合される円形鋼管４０と、角形鋼管２０の内部に設けられるとともに、平面視にて、角形鋼管２０の隣り合う側壁部２０Ｓに亘る円形鋼管４０の非ラップ部４０Ｂに沿うように、側壁部２０Ｓに架け渡され、上側ダイアフラム２２を支持する複数の補強リブ５０と、を備える。【選択図】図２
STEEL PIPE COLUMN JOINT STRUCTURE
To improve stress transmission between a circular steel pipe and a square steel pipe with a simple structure.SOLUTION: A steel pipe column joint structure includes a square steel pipe 20, an upper diaphragm 22 provided at the upper end of the square steel pipe 20, a circular steel pipe 40 whose lower end is joined to the upper end of the square steel pipe 20 via the upper diaphragm 22, and a plurality of reinforcing ribs 50 that are provided inside the square steel pipe 20 and extended over side walls 20S to support the upper diaphragm 22 along a non-lap part 40B of the circular steel pipe 40 extending over the adjacent side walls 20S of the square steel pipe 20 in plan view.SELECTED DRAWING: Figure 2
【課題】簡単な構造で、円形鋼管と角形鋼管との間の応力伝達を良好にすることを目的とする。【解決手段】鋼管柱接合構造は、角形鋼管２０と、角形鋼管２０の上端部に設けられる上側ダイアフラム２２と、下端部が上側ダイアフラム２２を介して角形鋼管２０の上端部に接合される円形鋼管４０と、角形鋼管２０の内部に設けられるとともに、平面視にて、角形鋼管２０の隣り合う側壁部２０Ｓに亘る円形鋼管４０の非ラップ部４０Ｂに沿うように、側壁部２０Ｓに架け渡され、上側ダイアフラム２２を支持する複数の補強リブ５０と、を備える。【選択図】図２
STEEL PIPE COLUMN JOINT STRUCTURE
鋼管柱接合構造
MARUKAWA TOMOTERU (author)
2024-06-07
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS