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SEISMIC REINFORCING STRUCTURE FOR EXISTING BUILDING
To provide a seismic reinforcing structure of an existing building capable of suppressing the destruction of a connecting portion to the existing building.SOLUTION: An seismic reinforcing structure 16 reinforces an existing building 11 having a first existing column 12s, a second existing column 12t adjacent to the first existing column 12s, and an existing beam 13 extending from the first existing column 12s to the second existing column 12t. The seismic reinforcing structure 16 has a reinforcing wall 20 joined to the first existing column 12s, having a first connecting portion 27 connected to the intersection of the first existing column 12s and the existing beam 13, a second connecting portion 37 connected to the intersection of the second existing column 12t and the existing beam 13, and a reinforcing beam 30 extending along the existing beam 13 from the first connecting portion 27. The reinforcing beam 30 has a hinge structure 38 and is connected to the second connecting portion 37.SELECTED DRAWING: Figure 2
【課題】既設建物に対する連結部の破壊を抑制することができる既設建物の耐震補強構造を提供する。【解決手段】耐震補強構造物16は、第1既設柱12sと、第1既設柱12sの隣に並ぶ第2既設柱12tと、第1既設柱12sから第2既設柱12tに延びる既設梁13と、を有する既設建物11を補強する。耐震補強構造物16は、第1既設柱12sと既設梁13との交差部に連結される第1連結部27を有して、第1既設柱12sに接合される補強壁20と、第2既設柱12tと既設梁13との交差部に連結される第2連結部37と、第1連結部27から既設梁13に沿って延びる補強梁30と、を備える。補強梁30は、ヒンジ構造38を有して、第2連結部37につながる。【選択図】図2
SEISMIC REINFORCING STRUCTURE FOR EXISTING BUILDING
To provide a seismic reinforcing structure of an existing building capable of suppressing the destruction of a connecting portion to the existing building.SOLUTION: An seismic reinforcing structure 16 reinforces an existing building 11 having a first existing column 12s, a second existing column 12t adjacent to the first existing column 12s, and an existing beam 13 extending from the first existing column 12s to the second existing column 12t. The seismic reinforcing structure 16 has a reinforcing wall 20 joined to the first existing column 12s, having a first connecting portion 27 connected to the intersection of the first existing column 12s and the existing beam 13, a second connecting portion 37 connected to the intersection of the second existing column 12t and the existing beam 13, and a reinforcing beam 30 extending along the existing beam 13 from the first connecting portion 27. The reinforcing beam 30 has a hinge structure 38 and is connected to the second connecting portion 37.SELECTED DRAWING: Figure 2
【課題】既設建物に対する連結部の破壊を抑制することができる既設建物の耐震補強構造を提供する。【解決手段】耐震補強構造物16は、第1既設柱12sと、第1既設柱12sの隣に並ぶ第2既設柱12tと、第1既設柱12sから第2既設柱12tに延びる既設梁13と、を有する既設建物11を補強する。耐震補強構造物16は、第1既設柱12sと既設梁13との交差部に連結される第1連結部27を有して、第1既設柱12sに接合される補強壁20と、第2既設柱12tと既設梁13との交差部に連結される第2連結部37と、第1連結部27から既設梁13に沿って延びる補強梁30と、を備える。補強梁30は、ヒンジ構造38を有して、第2連結部37につながる。【選択図】図2
SEISMIC REINFORCING STRUCTURE FOR EXISTING BUILDING
既設建物の耐震補強構造物
KAMIYA TAKASHI (author) / UEDA YOICHI (author) / SHIMIZU KEISUKE (author)
2019-05-16
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
EXISTING BUILDING REINFORCING STRUCTURE AND EXISTING BUILDING REINFORCING METHOD
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