Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
VIBRATION CONTROL STRUCTURE FOR TOWERING STRUCTURE
To provide a vibration control structure for a towering structure capable of effectively suppressing displacement of the towering structure during an earthquake without performing seismic reinforcement work on the towering structure.SOLUTION: One or a plurality of tension members 30 are crossed and stretched between a part of the towering structure (sluice structure 10) and the first and second low-rise structures (sluice structures 20) with the towering structure (sluice structure 10) interposed therebetween. A reaction force is obtained on the first and second low-rise structures (sluice structures 20) via the crossed tension members 30. In order to suppress the behavior of the towering structure (sluice structure 10) at the time of the earthquake, tension is previously applied to the crossed tension members 30.SELECTED DRAWING: Figure 1
【課題】塔状構造物に耐震補強工事をせずに、地震時における塔状構造物の変位を効果的に抑制できる、塔状構造物の制震構造を提供すること。【解決手段】塔状構造物（水門構造物１０）を間に挟んで塔状構造物（水門構造物１０）の一部と第１および第２低層構造物（水路構造物２０）との間に単数または複数の引張材３０が交差して張架され、交差した引張材３０を介して第１および第２低層構造物（水路構造物２０）に反力を得て、地震時における塔状構造物（水門構造物１０）の挙動を抑制するように、交差した引張材３０に予め張力が導入してある。【選択図】図１
VIBRATION CONTROL STRUCTURE FOR TOWERING STRUCTURE
To provide a vibration control structure for a towering structure capable of effectively suppressing displacement of the towering structure during an earthquake without performing seismic reinforcement work on the towering structure.SOLUTION: One or a plurality of tension members 30 are crossed and stretched between a part of the towering structure (sluice structure 10) and the first and second low-rise structures (sluice structures 20) with the towering structure (sluice structure 10) interposed therebetween. A reaction force is obtained on the first and second low-rise structures (sluice structures 20) via the crossed tension members 30. In order to suppress the behavior of the towering structure (sluice structure 10) at the time of the earthquake, tension is previously applied to the crossed tension members 30.SELECTED DRAWING: Figure 1
【課題】塔状構造物に耐震補強工事をせずに、地震時における塔状構造物の変位を効果的に抑制できる、塔状構造物の制震構造を提供すること。【解決手段】塔状構造物（水門構造物１０）を間に挟んで塔状構造物（水門構造物１０）の一部と第１および第２低層構造物（水路構造物２０）との間に単数または複数の引張材３０が交差して張架され、交差した引張材３０を介して第１および第２低層構造物（水路構造物２０）に反力を得て、地震時における塔状構造物（水門構造物１０）の挙動を抑制するように、交差した引張材３０に予め張力が導入してある。【選択図】図１
VIBRATION CONTROL STRUCTURE FOR TOWERING STRUCTURE
塔状構造物の制震構造
HARA TAKASHI (Autor:in) / KATO TOMOO (Autor:in) / TAMURA EISUKE (Autor:in)
27.02.2020
Patent
Elektronische Ressource
Japanisch