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EARTHQUAKE-RESISTING WALL AND CONSTRUCTION METHOD OF EARTHQUAKE-RESISTING WALL
To provide an earthquake-resisting wall that has high endurance against earthquake force.SOLUTION: An earthquake-resisting wall 10 has reinforced concrete slabs 22 that are arranged in a column-beam frame 14 with a gap in the beam length direction, whose upper ends are connected to an upper beam 18A and lower ends are connected to a lower beam 18B, and an outer shell 24 made of mortar, which is provided so as to cover the outer surface of the reinforced concrete slabs 22 and has lower strength than concrete.SELECTED DRAWING: Figure 1
【課題】地震力に対する高い耐久性を備えた耐震壁を得る。【解決手段】耐震壁10は、柱梁架構14内へ梁長方向に隙間をあけて複数配置され、上端部が上梁18Aに連結され、下端部が下梁18Bに連結された鉄筋コンクリート版22と、鉄筋コンクリート版22の外面を覆うように設けられ、コンンクリートより強度が低いモルタルで構成された外殻24と、を有している。【選択図】図1
EARTHQUAKE-RESISTING WALL AND CONSTRUCTION METHOD OF EARTHQUAKE-RESISTING WALL
To provide an earthquake-resisting wall that has high endurance against earthquake force.SOLUTION: An earthquake-resisting wall 10 has reinforced concrete slabs 22 that are arranged in a column-beam frame 14 with a gap in the beam length direction, whose upper ends are connected to an upper beam 18A and lower ends are connected to a lower beam 18B, and an outer shell 24 made of mortar, which is provided so as to cover the outer surface of the reinforced concrete slabs 22 and has lower strength than concrete.SELECTED DRAWING: Figure 1
【課題】地震力に対する高い耐久性を備えた耐震壁を得る。【解決手段】耐震壁10は、柱梁架構14内へ梁長方向に隙間をあけて複数配置され、上端部が上梁18Aに連結され、下端部が下梁18Bに連結された鉄筋コンクリート版22と、鉄筋コンクリート版22の外面を覆うように設けられ、コンンクリートより強度が低いモルタルで構成された外殻24と、を有している。【選択図】図1
EARTHQUAKE-RESISTING WALL AND CONSTRUCTION METHOD OF EARTHQUAKE-RESISTING WALL
耐震壁、及び耐震壁施工方法
OTA YOSHIHIRO (Autor:in) / IDOSAKO YUKI (Autor:in) / KOBAYASHI FUKO (Autor:in) / OKAZAKI TOMOHITO (Autor:in)
04.03.2022
Patent
Elektronische Ressource
Japanisch
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