Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
LOAD-BEARING WALL AND BUILDING
To clarify who is responsible for construction.SOLUTION: A load-bearing wall 7 is provided in a rectangular steel frame structure 2A composed of a steel beam 5, a reinforced concrete beam 6, etc., and is joined to each of the steel beam 5 and the reinforced concrete beam 6 via a first connecting mechanism 8 and a second connecting mechanism 9. The first connecting mechanism 8 includes one pull bolt 11 vertically incorporated in the load-bearing wall 7, a first wall side metal fitting 12 fixed to the load-bearing wall 7 with the one pull bolt 11, and a first frame structure side metal fitting 13 welded to the steel beam 5 or fixed to the reinforced concrete beam 6 with a first anchor bolt 17 and joined to the first wall side metal fitting 12 with a plurality of first joining bolts 16. The second connecting mechanism 9 has a second wall side metal fitting 21 fixed to the load-bearing wall 7 with a plurality of fixing bolts, and a second frame structure side metal fitting 22 welded to the steel beam 5 or fixed to the reinforced concrete beam 6 with a second anchor bolt 24 and joined to the second wall side metal fitting 21 with one second joining bolt 23.SELECTED DRAWING: Figure 1
【課題】施工の責任の所在を明確にする。【解決手段】耐力壁７は、鉄骨造梁５及び鉄筋コンクリート造梁６等で構成された矩形枠状の鉄骨造の架構２Ａ内に設けられ、鉄骨造梁５及び鉄筋コンクリート造梁６の各々に対して第１接合機構８及び第２接合機構９を介して接合され、第１接合機構８は、耐力壁７に鉛直に組み込まれた一つの引きボルト１１と、一つの引きボルト１１で耐力壁７に固定された第１壁側金物１２と、鉄骨造梁５に溶接され又は第１アンカーボルト１７で鉄筋コンクリート造梁６に固定され、かつ、複数の第１接合ボルト１６で第１壁側金物１２に接合された第１架構側金物１３を有し、第２接合機構９は、複数の固定ボルトで耐力壁７に固定された第２壁側金物２１と、鉄骨造梁５に溶接され又は第２アンカーボルト２４で鉄筋コンクリート造梁６に固定され、かつ、一つの第２接合ボルト２３で第２壁側金物２１に接合された第２架構側金物２２を有する。【選択図】図１
LOAD-BEARING WALL AND BUILDING
To clarify who is responsible for construction.SOLUTION: A load-bearing wall 7 is provided in a rectangular steel frame structure 2A composed of a steel beam 5, a reinforced concrete beam 6, etc., and is joined to each of the steel beam 5 and the reinforced concrete beam 6 via a first connecting mechanism 8 and a second connecting mechanism 9. The first connecting mechanism 8 includes one pull bolt 11 vertically incorporated in the load-bearing wall 7, a first wall side metal fitting 12 fixed to the load-bearing wall 7 with the one pull bolt 11, and a first frame structure side metal fitting 13 welded to the steel beam 5 or fixed to the reinforced concrete beam 6 with a first anchor bolt 17 and joined to the first wall side metal fitting 12 with a plurality of first joining bolts 16. The second connecting mechanism 9 has a second wall side metal fitting 21 fixed to the load-bearing wall 7 with a plurality of fixing bolts, and a second frame structure side metal fitting 22 welded to the steel beam 5 or fixed to the reinforced concrete beam 6 with a second anchor bolt 24 and joined to the second wall side metal fitting 21 with one second joining bolt 23.SELECTED DRAWING: Figure 1
【課題】施工の責任の所在を明確にする。【解決手段】耐力壁７は、鉄骨造梁５及び鉄筋コンクリート造梁６等で構成された矩形枠状の鉄骨造の架構２Ａ内に設けられ、鉄骨造梁５及び鉄筋コンクリート造梁６の各々に対して第１接合機構８及び第２接合機構９を介して接合され、第１接合機構８は、耐力壁７に鉛直に組み込まれた一つの引きボルト１１と、一つの引きボルト１１で耐力壁７に固定された第１壁側金物１２と、鉄骨造梁５に溶接され又は第１アンカーボルト１７で鉄筋コンクリート造梁６に固定され、かつ、複数の第１接合ボルト１６で第１壁側金物１２に接合された第１架構側金物１３を有し、第２接合機構９は、複数の固定ボルトで耐力壁７に固定された第２壁側金物２１と、鉄骨造梁５に溶接され又は第２アンカーボルト２４で鉄筋コンクリート造梁６に固定され、かつ、一つの第２接合ボルト２３で第２壁側金物２１に接合された第２架構側金物２２を有する。【選択図】図１
LOAD-BEARING WALL AND BUILDING
耐力壁及び建物
KURASAWA NOBUHISA (Autor:in) / SAKOTA TAKESHI (Autor:in)
07.10.2024
Patent
Elektronische Ressource
Japanisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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