A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
EARTHQUAKE REINFORCEMENT STRUCTURE FOR BUILDING AND CONSTRUCTION METHOD THEREOF
PROBLEM TO BE SOLVED: To provide an earthquake reinforcement structure for a building which can be efficiently constructed in a shorter construction period, can expand the applicable range of buildings, and has a high degree of freedom in construction.SOLUTION: In a seismic reinforcement structure of a building in which a cantilever floor 16 protrudes to the side of an existing skeleton, a reinforcing frame 20 having a planar expansion is erected on the outside of the cantilever floor 16; an additional floor 30 continuous with the cantilever floor 16 in the thickness direction is stacked on the lower side of the cantilever floor 16; the additional floor 30 is joined to the existing frame via the shear key 40 and is joined to the reinforcing frame 20 via the connecting member 60.SELECTED DRAWING: Figure 4
【課題】より短い施工期間で効率的に施工することができ、適用可能な建物の範囲を広げることができると共に、施工の自由度が高い建物の耐震補強構造を提供する。【解決手段】既存躯体の側方に片持ち床１６が張り出している建物の耐震補強構造であって、片持ち床１６の外側に平面的な拡がりを有する補強架構２０が立設され、片持ち床１６と厚み方向に連続する増設床３０が片持ち床１６の下側に積層され、増設床３０が、既存躯体にシアキー４０を介して接合されると共に補強架構２０に連結部材６０を介して接合される。【選択図】図４
EARTHQUAKE REINFORCEMENT STRUCTURE FOR BUILDING AND CONSTRUCTION METHOD THEREOF
PROBLEM TO BE SOLVED: To provide an earthquake reinforcement structure for a building which can be efficiently constructed in a shorter construction period, can expand the applicable range of buildings, and has a high degree of freedom in construction.SOLUTION: In a seismic reinforcement structure of a building in which a cantilever floor 16 protrudes to the side of an existing skeleton, a reinforcing frame 20 having a planar expansion is erected on the outside of the cantilever floor 16; an additional floor 30 continuous with the cantilever floor 16 in the thickness direction is stacked on the lower side of the cantilever floor 16; the additional floor 30 is joined to the existing frame via the shear key 40 and is joined to the reinforcing frame 20 via the connecting member 60.SELECTED DRAWING: Figure 4
【課題】より短い施工期間で効率的に施工することができ、適用可能な建物の範囲を広げることができると共に、施工の自由度が高い建物の耐震補強構造を提供する。【解決手段】既存躯体の側方に片持ち床１６が張り出している建物の耐震補強構造であって、片持ち床１６の外側に平面的な拡がりを有する補強架構２０が立設され、片持ち床１６と厚み方向に連続する増設床３０が片持ち床１６の下側に積層され、増設床３０が、既存躯体にシアキー４０を介して接合されると共に補強架構２０に連結部材６０を介して接合される。【選択図】図４
EARTHQUAKE REINFORCEMENT STRUCTURE FOR BUILDING AND CONSTRUCTION METHOD THEREOF
建物の耐震補強構造及びその構築方法
HOSOI YASUYUKI (author) / FUCHIGAMI KATSUSHI (author) / MINOO HIROSHI (author) / OKUYA HIDEKI (author) / KOBAYASHI MANABU (author)
2018-11-15
Patent
Electronic Resource
Japanese
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