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SEISMIC ISOLATION STRUCTURE
To provide a seismic isolation structure having higher seismic isolation performance without being affected by a structure type of a core part, and capable of coping with larger earthquake vibration.SOLUTION: A seismic isolation structure comprises: a core part 1; a building main part 2 adjoining the core part; a double-layer seismic isolation structure having a foundation seismic isolation layer 3 formed below the core part and the building main part; and an intermediate seismic isolation layer 4 formed at an intermediate part of the building main part. The core part of an upper layer rather than the intermediate seismic isolation layer, and an upper frame 2a of an upper layer rather than the intermediate seismic isolation layer of the building main part are integrally formed, the core part of a lower layer rather than the intermediate seismic isolation layer, and a podium frame 2b of a lower layer rather than the intermediate seismic isolation layer of the building main part are independently formed, and a wall part of the core part of the upper layer rather than the intermediate seismic isolation layer is lower in rigidity than a wall part of the core part of the lower layer rather than the intermediate seismic isolation layer.SELECTED DRAWING: Figure 1
【課題】コア部の構造形式に影響されず、より高性能な免震性能を備え、より大きな地震動に対応可能な免震構造物を提供する。【解決手段】コア部1と、コア部に隣接する建物主要部2と、を備えるとともに、コア部および建物主要部の下部に設けられた基礎免震層3と、建物主要部の中間部に設けられた中間免震層4と、を有する複層免震構造と、中間免震層より上層のコア部と建物主要部における中間免震層より上層の上部架構2aとが一体形成され、中間免震層より下層のコア部と建物主要部における中間免震層より下層の基壇架構2bとがそれぞれ独立して構成され、中間免震層より上層のコア部の壁部が、中間免震層より下層のコア部の壁部よりも低い剛性で構成されている。【選択図】図1
SEISMIC ISOLATION STRUCTURE
To provide a seismic isolation structure having higher seismic isolation performance without being affected by a structure type of a core part, and capable of coping with larger earthquake vibration.SOLUTION: A seismic isolation structure comprises: a core part 1; a building main part 2 adjoining the core part; a double-layer seismic isolation structure having a foundation seismic isolation layer 3 formed below the core part and the building main part; and an intermediate seismic isolation layer 4 formed at an intermediate part of the building main part. The core part of an upper layer rather than the intermediate seismic isolation layer, and an upper frame 2a of an upper layer rather than the intermediate seismic isolation layer of the building main part are integrally formed, the core part of a lower layer rather than the intermediate seismic isolation layer, and a podium frame 2b of a lower layer rather than the intermediate seismic isolation layer of the building main part are independently formed, and a wall part of the core part of the upper layer rather than the intermediate seismic isolation layer is lower in rigidity than a wall part of the core part of the lower layer rather than the intermediate seismic isolation layer.SELECTED DRAWING: Figure 1
【課題】コア部の構造形式に影響されず、より高性能な免震性能を備え、より大きな地震動に対応可能な免震構造物を提供する。【解決手段】コア部1と、コア部に隣接する建物主要部2と、を備えるとともに、コア部および建物主要部の下部に設けられた基礎免震層3と、建物主要部の中間部に設けられた中間免震層4と、を有する複層免震構造と、中間免震層より上層のコア部と建物主要部における中間免震層より上層の上部架構2aとが一体形成され、中間免震層より下層のコア部と建物主要部における中間免震層より下層の基壇架構2bとがそれぞれ独立して構成され、中間免震層より上層のコア部の壁部が、中間免震層より下層のコア部の壁部よりも低い剛性で構成されている。【選択図】図1
SEISMIC ISOLATION STRUCTURE
免震構造物
SUGIMOTO KOICHI (Autor:in) / USHIZAKA SHINYA (Autor:in) / KOTSUKI YOSHIE (Autor:in)
23.01.2020
Patent
Elektronische Ressource
Japanisch
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