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A platform for research: civil engineering, architecture and urbanism
JOINT STRUCTURE OF STEEL PIPE POLE
To solve the problem in which, in the case where a tubular member such as a square steel pipe pole is joined using bolt joint, construction is not easy since it has a closed cross-sectional shape.SOLUTION: A joint structure of steel pipe pole includes: a first diaphragm provided at one end of a first steel pipe pole; a first L-shaped flange and a second L-shaped flange joined to the surface of the first diaphragm; a second diaphragm provided at one end of a second steel pipe pole; a third L-shaped flange and a fourth L-shaped flange joined to the surface of the second diaphragm; and a first splice plate and a second splice plate. The first steel pipe pole and the second steel pipe pole are arranged in the vertical direction. The first L-shaped flange and the second L-shaped flange are arranged being separated from each other. The third L-shaped flange and the fourth L-shaped flange are arranged being separated from each other. The first L-shaped flange and the third L-shaped flange are bolt-joined via the first splice plate, and the second L-shaped flange and the fourth L-shaped flange are bolt-joined via the second splice plate.SELECTED DRAWING: Figure 1
【課題】 角形鋼管柱のような管状の部材をボルト接合で繋ぐ場合、閉じた断面形状を有しているため施工が容易でないという問題がある。【解決手段】 鋼管柱の継手構造は、第１の鋼管柱の一端に設けられた第１のダイアフラムと、第１のダイアフラムの面に接合された第１のＬ形フランジ及び第２のＬ形フランジと、第２の鋼管柱の一端に設けられた第２のダイアフラムと、第２のダイアフラムの面に接合された第３のＬ形フランジ及び第４のＬ形フランジと、第１の添え板と第２の添え板と、を含む。第１の鋼管柱と第２の鋼管柱とは上下方向に配置され、第１のＬ形フランジと第２のＬ形フランジとは離隔して配置され、第３のＬ形フランジと第４のＬ形フランジとは離隔して配置され、第１のＬ形フランジと第３のＬ形フランジとは、第１の添え板を介してボルト接合され、第２のＬ形フランジと第４のＬ形フランジとは、第２の添え板を介してボルト接合されている。【選択図】図１
JOINT STRUCTURE OF STEEL PIPE POLE
To solve the problem in which, in the case where a tubular member such as a square steel pipe pole is joined using bolt joint, construction is not easy since it has a closed cross-sectional shape.SOLUTION: A joint structure of steel pipe pole includes: a first diaphragm provided at one end of a first steel pipe pole; a first L-shaped flange and a second L-shaped flange joined to the surface of the first diaphragm; a second diaphragm provided at one end of a second steel pipe pole; a third L-shaped flange and a fourth L-shaped flange joined to the surface of the second diaphragm; and a first splice plate and a second splice plate. The first steel pipe pole and the second steel pipe pole are arranged in the vertical direction. The first L-shaped flange and the second L-shaped flange are arranged being separated from each other. The third L-shaped flange and the fourth L-shaped flange are arranged being separated from each other. The first L-shaped flange and the third L-shaped flange are bolt-joined via the first splice plate, and the second L-shaped flange and the fourth L-shaped flange are bolt-joined via the second splice plate.SELECTED DRAWING: Figure 1
【課題】 角形鋼管柱のような管状の部材をボルト接合で繋ぐ場合、閉じた断面形状を有しているため施工が容易でないという問題がある。【解決手段】 鋼管柱の継手構造は、第１の鋼管柱の一端に設けられた第１のダイアフラムと、第１のダイアフラムの面に接合された第１のＬ形フランジ及び第２のＬ形フランジと、第２の鋼管柱の一端に設けられた第２のダイアフラムと、第２のダイアフラムの面に接合された第３のＬ形フランジ及び第４のＬ形フランジと、第１の添え板と第２の添え板と、を含む。第１の鋼管柱と第２の鋼管柱とは上下方向に配置され、第１のＬ形フランジと第２のＬ形フランジとは離隔して配置され、第３のＬ形フランジと第４のＬ形フランジとは離隔して配置され、第１のＬ形フランジと第３のＬ形フランジとは、第１の添え板を介してボルト接合され、第２のＬ形フランジと第４のＬ形フランジとは、第２の添え板を介してボルト接合されている。【選択図】図１
JOINT STRUCTURE OF STEEL PIPE POLE
鋼管柱の継手構造
TAHARA KENICHI (author) / SASAKI SATOSHI (author) / SUZUKI YUKIE (author)
2021-06-10
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS