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A platform for research: civil engineering, architecture and urbanism
BUILDING BEAM-COLUMN JOINING METHOD AND BUILDING BEAM-COLUMN JOINING STRUCTURE
To provide a building beam-column joining method and a building beam-column joining structure capable of constructing a building by suppressing concrete placement at the site.SOLUTION: A beam-column joining structure 10 is composed of a first structure 10a and a row-shaped structure 10b forming a terminal row, and has column members 11a to 14e made of precast concrete (PCa) and beam members 20a to 20e made of PCa. The first structure 10a is formed by repeating that column members 11b, 12b, 13b are joined onto the column members 11a, 12a, 13a, and the beam members 20a, 20b, 20c are slid toward the column members 11b, 12b, 13b to be joined to the column members 11b, 12b, 13b. The row-shaped structure 10b on which column members 14c to 14e are placed on upper surfaces of column members 14a and 14b on the lower floor in a shifted manner is slid in a first horizontal direction, and is joined to the first structure 10a via a connecting reinforcing bar 26.SELECTED DRAWING: Figure 7
【課題】現場におけるコンクリート打設を抑制して建物を構築することができる建物の柱梁接合方法及び建物の柱梁接合構造を提供する。【解決手段】柱梁接合構造１０は、第１構造体１０ａと、終端列を構成する列状構造体１０ｂとから構成され、プレキャストコンクリート（ＰＣａ）製の柱部材１１ａ〜１４ｅとＰＣａ製の梁部材２０ａ〜２０ｅとを有する。第１構造体１０ａは、柱部材１１ａ，１２ａ，１３ａの上に柱部材１１ｂ，１２ｂ，１３ｂを接合し、梁部材２０ａ，２０ｂ，２０ｃを柱部材１１ｂ，１２ｂ，１３ｂに向けてスライドさせて柱部材１１ｂ，１２ｂ，１３ｂに接合させることを繰り返して形成する。下階の柱部材１４ａ，１４ｂの上面に、柱部材１４ｃ〜１４ｅをずらして載置した列状構造体１０ｂを第１水平方向にスライドさせ、接続鉄筋２６を介して、第１構造体１０ａに接合する。【選択図】図７
BUILDING BEAM-COLUMN JOINING METHOD AND BUILDING BEAM-COLUMN JOINING STRUCTURE
To provide a building beam-column joining method and a building beam-column joining structure capable of constructing a building by suppressing concrete placement at the site.SOLUTION: A beam-column joining structure 10 is composed of a first structure 10a and a row-shaped structure 10b forming a terminal row, and has column members 11a to 14e made of precast concrete (PCa) and beam members 20a to 20e made of PCa. The first structure 10a is formed by repeating that column members 11b, 12b, 13b are joined onto the column members 11a, 12a, 13a, and the beam members 20a, 20b, 20c are slid toward the column members 11b, 12b, 13b to be joined to the column members 11b, 12b, 13b. The row-shaped structure 10b on which column members 14c to 14e are placed on upper surfaces of column members 14a and 14b on the lower floor in a shifted manner is slid in a first horizontal direction, and is joined to the first structure 10a via a connecting reinforcing bar 26.SELECTED DRAWING: Figure 7
【課題】現場におけるコンクリート打設を抑制して建物を構築することができる建物の柱梁接合方法及び建物の柱梁接合構造を提供する。【解決手段】柱梁接合構造１０は、第１構造体１０ａと、終端列を構成する列状構造体１０ｂとから構成され、プレキャストコンクリート（ＰＣａ）製の柱部材１１ａ〜１４ｅとＰＣａ製の梁部材２０ａ〜２０ｅとを有する。第１構造体１０ａは、柱部材１１ａ，１２ａ，１３ａの上に柱部材１１ｂ，１２ｂ，１３ｂを接合し、梁部材２０ａ，２０ｂ，２０ｃを柱部材１１ｂ，１２ｂ，１３ｂに向けてスライドさせて柱部材１１ｂ，１２ｂ，１３ｂに接合させることを繰り返して形成する。下階の柱部材１４ａ，１４ｂの上面に、柱部材１４ｃ〜１４ｅをずらして載置した列状構造体１０ｂを第１水平方向にスライドさせ、接続鉄筋２６を介して、第１構造体１０ａに接合する。【選択図】図７
BUILDING BEAM-COLUMN JOINING METHOD AND BUILDING BEAM-COLUMN JOINING STRUCTURE
建物の柱梁接合方法及び建物の柱梁接合構造
FUJIO NAOTO (author) / KATO TAKEO (author) / KANO TAKESUKE (author) / HARADA FUTOSHI (author) / WATANABE KOICHI (author)
2021-04-22
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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