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A platform for research: civil engineering, architecture and urbanism
COLUMN-BEAM CONNECTION STRUCTURE
PROBLEM TO BE SOLVED: To provide a column-beam connection structure that enables connection of a column and a beam with a simple structure when column widths and beam heights differ between floors, at the same time reducing a manufacturing cost.SOLUTION: A column-beam connection structure includes a connection part panel 11 comprising a square steel tube of non-diaphragm type that may be connected to a side surface of an H-section steel beam 15, and a diaphragm 12 connected to a top edge of the connection part panel 11 and having an outer diameter greater than the connection part panel 11. A bottom edge of the connection part panel 11 is connected to a top edge of a column 13 of a lower floor. A bottom edge of a column 14 of an upper floor having a diameter smaller than the column 13 on the lower floor is connected to a top surface of the diaphragm 12. A plurality of H-section steel beams 15 having different beam heights is connected to the side surface of the connection part panel 11.SELECTED DRAWING: Figure 1
【課題】上下階の柱幅が異なり、かつ、梁の梁せいが異なる接合箇所を簡素な構造で接合でき、製造コストの低減が可能な柱梁接合構造を提供する。【解決手段】Ｈ形鋼梁１５を側面に接合可能なノンダイアフラム形式の角形鋼管からなる接合部パネル１１と、接合部パネル１１の上端に接合され、接合部パネル１１よりも外径の大きいダイアフラム１２とを備え、下階柱１３の上端に接合部パネル１１の下端が接合され、ダイアフラム１２の上面に下階柱１３より小径の上階柱１４の下端が接合され、接合部パネル１１の側面に、梁せいが異なる複数のＨ形鋼梁１５が接合されているものである。【選択図】図１
COLUMN-BEAM CONNECTION STRUCTURE
PROBLEM TO BE SOLVED: To provide a column-beam connection structure that enables connection of a column and a beam with a simple structure when column widths and beam heights differ between floors, at the same time reducing a manufacturing cost.SOLUTION: A column-beam connection structure includes a connection part panel 11 comprising a square steel tube of non-diaphragm type that may be connected to a side surface of an H-section steel beam 15, and a diaphragm 12 connected to a top edge of the connection part panel 11 and having an outer diameter greater than the connection part panel 11. A bottom edge of the connection part panel 11 is connected to a top edge of a column 13 of a lower floor. A bottom edge of a column 14 of an upper floor having a diameter smaller than the column 13 on the lower floor is connected to a top surface of the diaphragm 12. A plurality of H-section steel beams 15 having different beam heights is connected to the side surface of the connection part panel 11.SELECTED DRAWING: Figure 1
【課題】上下階の柱幅が異なり、かつ、梁の梁せいが異なる接合箇所を簡素な構造で接合でき、製造コストの低減が可能な柱梁接合構造を提供する。【解決手段】Ｈ形鋼梁１５を側面に接合可能なノンダイアフラム形式の角形鋼管からなる接合部パネル１１と、接合部パネル１１の上端に接合され、接合部パネル１１よりも外径の大きいダイアフラム１２とを備え、下階柱１３の上端に接合部パネル１１の下端が接合され、ダイアフラム１２の上面に下階柱１３より小径の上階柱１４の下端が接合され、接合部パネル１１の側面に、梁せいが異なる複数のＨ形鋼梁１５が接合されているものである。【選択図】図１
COLUMN-BEAM CONNECTION STRUCTURE
柱梁接合構造
AKUTSU HIDENORI (author) / MIYAGAWA KAZUAKI (author) / YODA KOJI (author)
2017-01-19
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
COLUMN-BEAM CONNECTION STRUCTURE AND METHOD FOR MANUFACTURING COLUMN-BEAM CONNECTION STRUCTURE
| European Patent Office | 2023