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A platform for research: civil engineering, architecture and urbanism
STEEL PIPE COLUMN JOINT STRUCTURE
To provide a steel pipe column joint structure which prevents decrease in strength.SOLUTION: A square steel pipe column joint structure comprises a first steel pipe column with a first through hole on the side surface, a second steel pipe column with a second through hole on the side surface, first and second doubling plates, a first reinforcing plate with a first opening part, and a second reinforcing plate with a second opening part. The first reinforcing plate is joined to the first steel pipe column such that the first opening part overlaps the first through hole, the second reinforcing plate is joined to the second steel pipe column such that the second opening part overlaps the second through hole, the first steel pipe column and the second steel pipe column are joined with bolts using the first doubling plate and the second doubling plate so that the first doubling plate is arranged adjacent to the first reinforcing plate and the second doubling plate is arranged adjacent to the second reinforcing plate.SELECTED DRAWING: Figure 1
【課題】鋼管柱の継手構造における強度の低下を防ぐことを目的の一つとする。【解決手段】角形鋼管柱の継手構造は、側面に第１の貫通孔を有する第１の鋼管柱と、側面に第２の貫通孔を有する第２の鋼管柱と、第１の添え板、及び第２の添え板と、第１の開口部を有する第１の補強板、及び第２の開口部を有する第２の補強板と、を含み、第１の貫通孔に第１の開口部が重なるように第１の補強板が第１の鋼管柱に接合され、第２の貫通孔に第２の開口部が重なるように第２の補強板が第２の鋼管柱に接合され、第１の鋼管柱と第２の鋼管柱とが、第１の添え板及び第２の添え板を用いてボルト接合され、第１の添え板が第１の補強板に隣接し、第２の添え板が第２の補強板に隣接して配置されている。【選択図】図１
STEEL PIPE COLUMN JOINT STRUCTURE
To provide a steel pipe column joint structure which prevents decrease in strength.SOLUTION: A square steel pipe column joint structure comprises a first steel pipe column with a first through hole on the side surface, a second steel pipe column with a second through hole on the side surface, first and second doubling plates, a first reinforcing plate with a first opening part, and a second reinforcing plate with a second opening part. The first reinforcing plate is joined to the first steel pipe column such that the first opening part overlaps the first through hole, the second reinforcing plate is joined to the second steel pipe column such that the second opening part overlaps the second through hole, the first steel pipe column and the second steel pipe column are joined with bolts using the first doubling plate and the second doubling plate so that the first doubling plate is arranged adjacent to the first reinforcing plate and the second doubling plate is arranged adjacent to the second reinforcing plate.SELECTED DRAWING: Figure 1
【課題】鋼管柱の継手構造における強度の低下を防ぐことを目的の一つとする。【解決手段】角形鋼管柱の継手構造は、側面に第１の貫通孔を有する第１の鋼管柱と、側面に第２の貫通孔を有する第２の鋼管柱と、第１の添え板、及び第２の添え板と、第１の開口部を有する第１の補強板、及び第２の開口部を有する第２の補強板と、を含み、第１の貫通孔に第１の開口部が重なるように第１の補強板が第１の鋼管柱に接合され、第２の貫通孔に第２の開口部が重なるように第２の補強板が第２の鋼管柱に接合され、第１の鋼管柱と第２の鋼管柱とが、第１の添え板及び第２の添え板を用いてボルト接合され、第１の添え板が第１の補強板に隣接し、第２の添え板が第２の補強板に隣接して配置されている。【選択図】図１
STEEL PIPE COLUMN JOINT STRUCTURE
鋼管柱の継手構造
TAHARA KENICHI (author) / SASAKI SATOSHI (author)
2023-09-20
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
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GENERAL BUILDING CONSTRUCTIONS