Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
DIFFERENT-DIAMETER COLUMN JOINING STRUCTURE
To provide a different-diameter column joining structure in which a lower column and an upper column having different diameters are joined to each other via a diaphragm, and which can smoothly transmit a force from the upper column to the lower column without involving thickening of a thickness of the diaphragm.SOLUTION: In a different-diameter column joining structure 100, a lower column 10 of a relatively large diameter is joined to a lower face 42 of a diaphragm 40, and an upper column 20 of a relatively small diameter is joined to an upper face 41. The lower column 10 comprises at least a square or circular steel pipe, and a reinforcing rib which is joined to the upper face 41 of the diaphragm 40 from a part of the upper column 20 overlaps a part of an upper end of the lower column in plan view.SELECTED DRAWING: Figure 1
【課題】ダイアフラムを介して相互に異径の下柱と上柱が接合されている異径柱接合構造において、ダイアフラムの板厚を厚くすることなく、上柱から下柱への円滑な力の伝達を実現できる異径柱接合構造を提供すること。【解決手段】ダイアフラム４０に対して、その下面４２に相対的に大径の下柱１０が接合され、その上面４１に相対的に小径の上柱２０が接合されている、異径柱接合構造１００であり、下柱１０は少なくとも角形もしくは円形の鋼管を備えており、上柱２０の一部からダイアフラム４０の上面４１に亘り接合されている補強リブが、平面視において下柱の上端の一部に重畳している。【選択図】図１
DIFFERENT-DIAMETER COLUMN JOINING STRUCTURE
To provide a different-diameter column joining structure in which a lower column and an upper column having different diameters are joined to each other via a diaphragm, and which can smoothly transmit a force from the upper column to the lower column without involving thickening of a thickness of the diaphragm.SOLUTION: In a different-diameter column joining structure 100, a lower column 10 of a relatively large diameter is joined to a lower face 42 of a diaphragm 40, and an upper column 20 of a relatively small diameter is joined to an upper face 41. The lower column 10 comprises at least a square or circular steel pipe, and a reinforcing rib which is joined to the upper face 41 of the diaphragm 40 from a part of the upper column 20 overlaps a part of an upper end of the lower column in plan view.SELECTED DRAWING: Figure 1
【課題】ダイアフラムを介して相互に異径の下柱と上柱が接合されている異径柱接合構造において、ダイアフラムの板厚を厚くすることなく、上柱から下柱への円滑な力の伝達を実現できる異径柱接合構造を提供すること。【解決手段】ダイアフラム４０に対して、その下面４２に相対的に大径の下柱１０が接合され、その上面４１に相対的に小径の上柱２０が接合されている、異径柱接合構造１００であり、下柱１０は少なくとも角形もしくは円形の鋼管を備えており、上柱２０の一部からダイアフラム４０の上面４１に亘り接合されている補強リブが、平面視において下柱の上端の一部に重畳している。【選択図】図１
DIFFERENT-DIAMETER COLUMN JOINING STRUCTURE
異径柱接合構造
OHARA IZUMI (Autor:in) / SASAKI SATOSHI (Autor:in) / IGARASHI TATSUKI (Autor:in) / MIYAMA TAKASHI (Autor:in) / KATSURA DAISUKE (Autor:in)
20.09.2023
Patent
Elektronische Ressource
Japanisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
COLUMN BEAM JOINING STRUCTURE AND COLUMN BEAM JOINING METHOD
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COLUMN BEAM JOINING STRUCTURE AND COLUMN BEAM JOINING METHOD
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