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COLUMN-BEAM JOINING METHOD, AND CONNECTION MEMBER
PROBLEM TO BE SOLVED: To provide a column-beam joining method that enhances workability when providing a gusset plate for disposing a brace on an upper side of a column.SOLUTION: A column-beam joining method for joining a reinforced concrete column 10 with a steel beam 12 uses a connection member 14 having a gusset plate 18 connected to a main material 16, the gusset plate having an inclination on a surface opposite the column 10. The column-beam joining method includes the following steps for: laying out a plurality of temporary support parts 22 in an inclined portion of the gusset plate 18, the temporary supports being installed toward a connecting direction of the column 10; casting concrete 10c in a portion below the location to embed the gusset plate 18 in the column 10; placing a receiving plate 24 that faces the temporary support part 22 on a main reinforcing bar 10a exposed on a head part of the column 10; and supporting the connection member 14 by bringing the temporary support part 22 in contact with the receiving plate 24.SELECTED DRAWING: Figure 1
【課題】柱の上部側にブレースを配置するガセットプレートを設ける際、施工性が良好となる柱梁接合方法を提供する。【解決手段】鉄筋コンクリートの柱10に鉄骨の梁12を接合する際、主材16に対して柱10との対向面に傾斜を有するガセットプレート18を接合した仕口部材14を接合部とする場合の柱梁接合方法であって、ガセットプレート18における傾斜を有する部位に、柱10の接合方向へ向けて延設される仮支承部22を複数配置する工程と、柱10におけるガセットプレート18が埋め込まれる部分より下側にコンクリート10cを打設する工程と、柱10の頭部に露出している主筋10aに、仮支承部22に対向する受け板24を配置する工程と、受け板24に対して仮支承部22を当接させて仕口部材14を支持する工程と、を有することを特徴とする。【選択図】図1
COLUMN-BEAM JOINING METHOD, AND CONNECTION MEMBER
PROBLEM TO BE SOLVED: To provide a column-beam joining method that enhances workability when providing a gusset plate for disposing a brace on an upper side of a column.SOLUTION: A column-beam joining method for joining a reinforced concrete column 10 with a steel beam 12 uses a connection member 14 having a gusset plate 18 connected to a main material 16, the gusset plate having an inclination on a surface opposite the column 10. The column-beam joining method includes the following steps for: laying out a plurality of temporary support parts 22 in an inclined portion of the gusset plate 18, the temporary supports being installed toward a connecting direction of the column 10; casting concrete 10c in a portion below the location to embed the gusset plate 18 in the column 10; placing a receiving plate 24 that faces the temporary support part 22 on a main reinforcing bar 10a exposed on a head part of the column 10; and supporting the connection member 14 by bringing the temporary support part 22 in contact with the receiving plate 24.SELECTED DRAWING: Figure 1
【課題】柱の上部側にブレースを配置するガセットプレートを設ける際、施工性が良好となる柱梁接合方法を提供する。【解決手段】鉄筋コンクリートの柱10に鉄骨の梁12を接合する際、主材16に対して柱10との対向面に傾斜を有するガセットプレート18を接合した仕口部材14を接合部とする場合の柱梁接合方法であって、ガセットプレート18における傾斜を有する部位に、柱10の接合方向へ向けて延設される仮支承部22を複数配置する工程と、柱10におけるガセットプレート18が埋め込まれる部分より下側にコンクリート10cを打設する工程と、柱10の頭部に露出している主筋10aに、仮支承部22に対向する受け板24を配置する工程と、受け板24に対して仮支承部22を当接させて仕口部材14を支持する工程と、を有することを特徴とする。【選択図】図1
COLUMN-BEAM JOINING METHOD, AND CONNECTION MEMBER
柱梁接合方法、及び仕口部材
HIRABAYASHI TAKAKI (author)
2018-03-08
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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