A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
ANTISEISMIC REINFORCEMENT METHOD
To make antiseismic reinforcement with existing walls in a steel frame structure where the existing walls are already provided.SOLUTION: A steel frame 3 with steel columns 1 and steel beams 2, and a reinforced concrete existing wall 4 located within the steel frame 3 are provided. The existing wall 4 is an existing non-structural wall 8 not coupled to the steel frame 3, and coupling means 10 is provided to couple the existing non-structural wall 8 to the steel frame 3.SELECTED DRAWING: Figure 2
【課題】鉄骨造の架構内に既に既存壁が備えられている場合に、その既存壁を用いて耐震補強を行うこと。【解決手段】鉄骨柱１と鉄骨梁２とを有する鉄骨造の架構３と、その鉄骨造の架構３内に配置された鉄筋コンクリート造の既存壁４とが備えられ、既存壁４は、鉄骨造の架構３と結合されていない既存雑壁８であり、その既存雑壁８と鉄骨造の架構３とを結合する結合手段１０が備えられている。【選択図】図２
ANTISEISMIC REINFORCEMENT METHOD
To make antiseismic reinforcement with existing walls in a steel frame structure where the existing walls are already provided.SOLUTION: A steel frame 3 with steel columns 1 and steel beams 2, and a reinforced concrete existing wall 4 located within the steel frame 3 are provided. The existing wall 4 is an existing non-structural wall 8 not coupled to the steel frame 3, and coupling means 10 is provided to couple the existing non-structural wall 8 to the steel frame 3.SELECTED DRAWING: Figure 2
【課題】鉄骨造の架構内に既に既存壁が備えられている場合に、その既存壁を用いて耐震補強を行うこと。【解決手段】鉄骨柱１と鉄骨梁２とを有する鉄骨造の架構３と、その鉄骨造の架構３内に配置された鉄筋コンクリート造の既存壁４とが備えられ、既存壁４は、鉄骨造の架構３と結合されていない既存雑壁８であり、その既存雑壁８と鉄骨造の架構３とを結合する結合手段１０が備えられている。【選択図】図２
ANTISEISMIC REINFORCEMENT METHOD
耐震補強工法
KOBAYASHI TAKUMI (author) / OHORI FUTOSHI (author) / NAKAHIRA KAZUTO (author) / KOJIMA KAZUTAKA (author)
2023-07-03
Patent
Electronic Resource
Japanese
ANTISEISMIC STRUCTURE AND ANTISEISMIC REINFORCEMENT METHOD
| European Patent Office | 2017