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JOINT STRUCTURE OF CONCRETE FILLING STEEL PIPE COLUMN AND CONSTRUCTION METHOD OF CONCRETE FILLING STEEL PIPE COLUMN
To join a reinforced-concrete beam in a column width of a concrete filling steel pipe column.SOLUTION: A joint structure 70 of a concrete filling steel pipe column 10 includes: a concrete filling steel pipe column 10 in which concrete is filled inside a square steel pipe 50; a pair of upper side plates 110A and a pair of lower side plates 110B in which, at opposing side surfaces 52B, 52D of the square steel pipe 50, one end sides 112A, 112B are overlapped and welded, and the other end sides 114A, 114B protrude laterally from the square steel pipe 50; and an upper mounting plate 120A and a lower mounting plate 120B in which, at plate surfaces 116A, 116B of the other end sides 114A, 114B of the pair of upper side plates 110A and the pair of lower side plates 110B, side end parts 122A, 122B are joined, and an upper end reinforcement 302A and a lower end reinforcement 302B which are beam main reinforcements of a reinforced-concrete beam 300 are mounted.SELECTED DRAWING: Figure 2
【課題】コンクリート充填鋼管柱の柱幅内に鉄筋コンクリート梁を接合する。【解決手段】コンクリート充填鋼管柱１０の仕口構造７０は、角形鋼管５０の内部にコンクリートが充填されたコンクリート充填鋼管柱１０と、角形鋼管５０の対向する側面５２Ｂ、５２Ｄに一端側１１２Ａ、１１２Ｂが重ねられて溶接され他端側１１４Ａ、１１４Ｂが角形鋼管５０から側方に突出する一対の上側サイドプレート１１０Ａ及び一対の下側サイドプレート１１０Ｂと、一対の上側サイドプレート１１０Ａ及び一対の下側サイドプレート１１０Ｂの他端側１１４Ａ、１１４Ｂの板面１１６Ａ、１１６Ｂに側端部１２２Ａ、１２２Ｂが接合され鉄筋コンクリート梁３００の梁主筋である上端筋３０２Ａ及び下端ｋン３０２Ｂが取り付けられる上側取付プレート１２０Ａ及び下側取付プレート１２０Ｂと、を備える。【選択図】図２
JOINT STRUCTURE OF CONCRETE FILLING STEEL PIPE COLUMN AND CONSTRUCTION METHOD OF CONCRETE FILLING STEEL PIPE COLUMN
To join a reinforced-concrete beam in a column width of a concrete filling steel pipe column.SOLUTION: A joint structure 70 of a concrete filling steel pipe column 10 includes: a concrete filling steel pipe column 10 in which concrete is filled inside a square steel pipe 50; a pair of upper side plates 110A and a pair of lower side plates 110B in which, at opposing side surfaces 52B, 52D of the square steel pipe 50, one end sides 112A, 112B are overlapped and welded, and the other end sides 114A, 114B protrude laterally from the square steel pipe 50; and an upper mounting plate 120A and a lower mounting plate 120B in which, at plate surfaces 116A, 116B of the other end sides 114A, 114B of the pair of upper side plates 110A and the pair of lower side plates 110B, side end parts 122A, 122B are joined, and an upper end reinforcement 302A and a lower end reinforcement 302B which are beam main reinforcements of a reinforced-concrete beam 300 are mounted.SELECTED DRAWING: Figure 2
【課題】コンクリート充填鋼管柱の柱幅内に鉄筋コンクリート梁を接合する。【解決手段】コンクリート充填鋼管柱１０の仕口構造７０は、角形鋼管５０の内部にコンクリートが充填されたコンクリート充填鋼管柱１０と、角形鋼管５０の対向する側面５２Ｂ、５２Ｄに一端側１１２Ａ、１１２Ｂが重ねられて溶接され他端側１１４Ａ、１１４Ｂが角形鋼管５０から側方に突出する一対の上側サイドプレート１１０Ａ及び一対の下側サイドプレート１１０Ｂと、一対の上側サイドプレート１１０Ａ及び一対の下側サイドプレート１１０Ｂの他端側１１４Ａ、１１４Ｂの板面１１６Ａ、１１６Ｂに側端部１２２Ａ、１２２Ｂが接合され鉄筋コンクリート梁３００の梁主筋である上端筋３０２Ａ及び下端ｋン３０２Ｂが取り付けられる上側取付プレート１２０Ａ及び下側取付プレート１２０Ｂと、を備える。【選択図】図２
JOINT STRUCTURE OF CONCRETE FILLING STEEL PIPE COLUMN AND CONSTRUCTION METHOD OF CONCRETE FILLING STEEL PIPE COLUMN
コンクリート充填鋼管柱の仕口構造及びコンクリート充填鋼管柱の施工方法
NAGAHISA MIKAKO (author) / IDE YUTAKA (author)
2024-07-01
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
CONSTRUCTION METHOD FOR STEEL PIPE COLUMN MEMBER AND CONCRETE FILLING STEEL PIPE COLUMN
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