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ASEISMATIC REINFORCING STRUCTURE
To provide an aseismatic reinforcing structure for enhancing the yield strength of an existing concrete wall, with improved workability.SOLUTION: An aseismatic reinforcing structure 40 comprises an existing frame 20 having a pair of existing columns 22 and an existing upper beam 24U and an existing lower beam 24L installed between the pair of existing columns 22, an existing concrete wall 30 installed on the existing frame 20, and an additionally placed reinforcing part 42 for connecting a wall face 30S of the existing concrete wall 30 to a lower face 28S of the existing upper beam 24U.SELECTED DRAWING: Figure 3
【課題】本発明は、施工性を向上しつつ、既存コンクリート壁の耐力を高めることを目的とする。【解決手段】耐震補強構造40は、一対の既存柱22と、一対の既存柱22に架設された上側既存梁24U及び下側既存梁24Lと、を有する既存架構20と、既存架構20に設けられた既存コンクリート壁30と、既存コンクリート壁30の壁面30Sと上側既存梁24Uの下面28Sとを連結する増打ち補強部42と、を備える。【選択図】図3
ASEISMATIC REINFORCING STRUCTURE
To provide an aseismatic reinforcing structure for enhancing the yield strength of an existing concrete wall, with improved workability.SOLUTION: An aseismatic reinforcing structure 40 comprises an existing frame 20 having a pair of existing columns 22 and an existing upper beam 24U and an existing lower beam 24L installed between the pair of existing columns 22, an existing concrete wall 30 installed on the existing frame 20, and an additionally placed reinforcing part 42 for connecting a wall face 30S of the existing concrete wall 30 to a lower face 28S of the existing upper beam 24U.SELECTED DRAWING: Figure 3
【課題】本発明は、施工性を向上しつつ、既存コンクリート壁の耐力を高めることを目的とする。【解決手段】耐震補強構造40は、一対の既存柱22と、一対の既存柱22に架設された上側既存梁24U及び下側既存梁24Lと、を有する既存架構20と、既存架構20に設けられた既存コンクリート壁30と、既存コンクリート壁30の壁面30Sと上側既存梁24Uの下面28Sとを連結する増打ち補強部42と、を備える。【選択図】図3
ASEISMATIC REINFORCING STRUCTURE
耐震補強構造
KOBAYASHI HARUYUKI (author) / UNE HIROSHI (author) / USAMI TORU (author) / FUKUHARA TAKESHI (author) / IDOSAKO YUKI (author)
2020-04-16
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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