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CONNECTION STRUCTURE OF COLUMN AND HORIZONTAL MEMBER
To support a load from upper floors by a column capital at a connection part of a column and a beam in a rectangular cross section, and further in combination with a stretched beam.SOLUTION: A connection structure of a column and a horizontal member comprises a beam 15 placed on and connected to a column capital 17 of a column 13, the column 13 is a flat column, its long side direction is orthogonal to a longitudinal direction of the beam 15 and is connected to the beam 15 in a state where a side of one short side of an upper end surface 21 of the column capital 17 projects more than one lateral surface 23 of the beam 15 and a part of the upper end surface 21 is exposed. The connection structure further comprises a vertical plate 33 fixed to a lateral surface 23 of the beam 15 by a machine screw 41 and a horizontal plate 35 connected to a lower edge of the vertical plate 33, flush with a lower surface 19 of the beam 15 and abutting onto a part of the upper end surface 21, in which width lengths of the vertical plate 33 and the horizontal plate 35 are set to be equal to the width length of a short side of the column 13, and the vertical plate 33 and the horizontal plate 35 are coupled by a pair of rib plates 37 and are in a rectangular box shape. The connection structure further comprises a connection member 31 in which a pair of right and left holes which a fastening member 41 penetrates are arranged toward the rib plates 37 of left and right lateral edges avoiding a center of the vertical plate 33.SELECTED DRAWING: Figure 2
【課題】断面長方形状の柱と梁との接続部分、さらに架け梁との組み合わせにおいて、上階からの荷重の支持を柱頭で受けることを可能とする。【解決手段】柱１３の柱頭１７に載置され接続される梁１５と、柱１３は扁平柱とされ、長辺の方向が、梁１５の長手方向に直交し、柱頭１７の上端面２１の一方の短辺側が梁１５の一方の側面２３よりも突出して上端面２１の一部が表出した状態で梁１５と接続されおり、梁１５の側面２３にビス４１で固定される垂直板３３と、垂直板３３の下縁に接続され梁１５の下面１９と面一となり上端面２１の一部に当接する水平板３５とを具備し、垂直板３３と水平板３５の幅長が柱１３の短辺の幅長と同等に設定され、垂直板３３と水平板３５とは一対のリブ板３７で連結され方形箱形状とされるとともに、締結部材４１が貫通する孔は垂直板３３の中央を避け左右側縁のリブ板３７に寄り左右で対となって配置される接合部材３１を具備する。【選択図】 図２
CONNECTION STRUCTURE OF COLUMN AND HORIZONTAL MEMBER
To support a load from upper floors by a column capital at a connection part of a column and a beam in a rectangular cross section, and further in combination with a stretched beam.SOLUTION: A connection structure of a column and a horizontal member comprises a beam 15 placed on and connected to a column capital 17 of a column 13, the column 13 is a flat column, its long side direction is orthogonal to a longitudinal direction of the beam 15 and is connected to the beam 15 in a state where a side of one short side of an upper end surface 21 of the column capital 17 projects more than one lateral surface 23 of the beam 15 and a part of the upper end surface 21 is exposed. The connection structure further comprises a vertical plate 33 fixed to a lateral surface 23 of the beam 15 by a machine screw 41 and a horizontal plate 35 connected to a lower edge of the vertical plate 33, flush with a lower surface 19 of the beam 15 and abutting onto a part of the upper end surface 21, in which width lengths of the vertical plate 33 and the horizontal plate 35 are set to be equal to the width length of a short side of the column 13, and the vertical plate 33 and the horizontal plate 35 are coupled by a pair of rib plates 37 and are in a rectangular box shape. The connection structure further comprises a connection member 31 in which a pair of right and left holes which a fastening member 41 penetrates are arranged toward the rib plates 37 of left and right lateral edges avoiding a center of the vertical plate 33.SELECTED DRAWING: Figure 2
【課題】断面長方形状の柱と梁との接続部分、さらに架け梁との組み合わせにおいて、上階からの荷重の支持を柱頭で受けることを可能とする。【解決手段】柱１３の柱頭１７に載置され接続される梁１５と、柱１３は扁平柱とされ、長辺の方向が、梁１５の長手方向に直交し、柱頭１７の上端面２１の一方の短辺側が梁１５の一方の側面２３よりも突出して上端面２１の一部が表出した状態で梁１５と接続されおり、梁１５の側面２３にビス４１で固定される垂直板３３と、垂直板３３の下縁に接続され梁１５の下面１９と面一となり上端面２１の一部に当接する水平板３５とを具備し、垂直板３３と水平板３５の幅長が柱１３の短辺の幅長と同等に設定され、垂直板３３と水平板３５とは一対のリブ板３７で連結され方形箱形状とされるとともに、締結部材４１が貫通する孔は垂直板３３の中央を避け左右側縁のリブ板３７に寄り左右で対となって配置される接合部材３１を具備する。【選択図】 図２
CONNECTION STRUCTURE OF COLUMN AND HORIZONTAL MEMBER
柱と横架材との接合構造
HARADA NAOKI (author) / KAMIHIRO FUTOSHI (author) / KOBAYASHI YUTAKA (author)
2023-09-28
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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