Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
VERTICALLY DISPLACEABLE VIBRATION DAMPING WALL STRUCTURE OF BUILDING
PROBLEM TO BE SOLVED: To provide a vibration damping wall structure of a building, the wall structure that is applicable to a non-bearing wall of the building, has a simple structure and is durable at low cost, and is superior in the damping function of vibration.SOLUTION: A vibration damping wall structure of a building X includes a surface material (glass sheet 2) constituting the wall of the building X, a first plate 3 joined to this surface material (glass sheet 2), a second plate 4 joined to this first plate 3, and a vibration damper 6 for suppressing vibration of the building X. The surface material (glass sheet 2) is mounted to a structure building frame (support angle 5) by the second plate 4 mounted to the structure building frame (support angle 5) of the building X through the first plate 3 and the second plate 4. The joining of any one of the joining of the first plate 3 with the second plate 4 or the joining of the second plate 4 and the structure building frame (support angle 5) is joined through the vibration damper 6 in a horizontally displaceable manner, and the other joining is joined in a vertically displaceable manner.SELECTED DRAWING: Figure 2
【課題】建築物の非耐力壁にも適用可能で、簡単な構成で安価で耐久性があり、振動の減衰機能にも優れた建築物の制振壁構造を提供する。【解決手段】建築物Ｘの制振壁構造であって、建築物Ｘの壁を構成する面材（板ガラス２）と、この面材（板ガラス２）に接合された第１プレート３と、この第１プレート３に接合された第２プレート４と、建築物Ｘの振動を抑える制振ダンパー６と、を備え、面材（板ガラス２）は、第２プレート４が建築物Ｘの構造躯体（支持アングル５）に取り付けられることにより、第１プレート３と第２プレート４を介して構造躯体（支持アングル５）に取り付けられており、第１プレート３と第２プレート４との接合、又は第２プレート４と構造躯体（支持アングル５）との接合のいずれか一方の接合は、制振ダンパー６を介して水平変位自在に接合され、他方の接合は、上下変位自在に接合されている。【選択図】図２
VERTICALLY DISPLACEABLE VIBRATION DAMPING WALL STRUCTURE OF BUILDING
PROBLEM TO BE SOLVED: To provide a vibration damping wall structure of a building, the wall structure that is applicable to a non-bearing wall of the building, has a simple structure and is durable at low cost, and is superior in the damping function of vibration.SOLUTION: A vibration damping wall structure of a building X includes a surface material (glass sheet 2) constituting the wall of the building X, a first plate 3 joined to this surface material (glass sheet 2), a second plate 4 joined to this first plate 3, and a vibration damper 6 for suppressing vibration of the building X. The surface material (glass sheet 2) is mounted to a structure building frame (support angle 5) by the second plate 4 mounted to the structure building frame (support angle 5) of the building X through the first plate 3 and the second plate 4. The joining of any one of the joining of the first plate 3 with the second plate 4 or the joining of the second plate 4 and the structure building frame (support angle 5) is joined through the vibration damper 6 in a horizontally displaceable manner, and the other joining is joined in a vertically displaceable manner.SELECTED DRAWING: Figure 2
【課題】建築物の非耐力壁にも適用可能で、簡単な構成で安価で耐久性があり、振動の減衰機能にも優れた建築物の制振壁構造を提供する。【解決手段】建築物Ｘの制振壁構造であって、建築物Ｘの壁を構成する面材（板ガラス２）と、この面材（板ガラス２）に接合された第１プレート３と、この第１プレート３に接合された第２プレート４と、建築物Ｘの振動を抑える制振ダンパー６と、を備え、面材（板ガラス２）は、第２プレート４が建築物Ｘの構造躯体（支持アングル５）に取り付けられることにより、第１プレート３と第２プレート４を介して構造躯体（支持アングル５）に取り付けられており、第１プレート３と第２プレート４との接合、又は第２プレート４と構造躯体（支持アングル５）との接合のいずれか一方の接合は、制振ダンパー６を介して水平変位自在に接合され、他方の接合は、上下変位自在に接合されている。【選択図】図２
VERTICALLY DISPLACEABLE VIBRATION DAMPING WALL STRUCTURE OF BUILDING
建築物の上下変位自在な制振壁構造
SATO TAKANORI (Autor:in)
30.06.2016
Patent
Elektronische Ressource
Japanisch
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