A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
WALL STRUCTURE OF SEISMIC ISOLATION STRUCTURE
To provide a wall structure of a seismic isolation structure in which a movable wall can be latched at an intermediate portion between a lower structure and an upper structure and can fully exhibit performance in strong winds.SOLUTION: In a seismic isolation structure in which a seismic isolation device 11 is installed between a lower structure 5 and an upper structure 3 and a movable wall 7 is provided between the upper structure 3 and the lower structure 5. The movable wall 7 is attached to a superstructure 3 by means that can be freely rotated and moved by a hinge 117. A bar 112 as a latch is provided sideways on the movable wall 7 that can be locked to a corner pillar 111 projecting from the upper structure 3 or the lower structure 5 by the bar 112.SELECTED DRAWING: Figure 5
【課題】可動壁を下部構造体と上部構造体の中間部でラッチできるので、強風時の性能を十分に発揮できる免震構造物の壁構造を提供する。【解決手段】下部構造体５と上部構造体３の間に免震装置１１を設置し、可動壁７を上部構造体３と下部構造体５に間に設ける免震構造物において、可動壁７はヒンジ１１７による回転移動自在手段で上部構造体３に取付け、可動壁７にラッチとしての閂１１２を横向きに設け、該閂１１２で上部構造体３もしくは下部構造体５に突設するコーナーピラー１１１に係止可能とした。【選択図】図５
WALL STRUCTURE OF SEISMIC ISOLATION STRUCTURE
To provide a wall structure of a seismic isolation structure in which a movable wall can be latched at an intermediate portion between a lower structure and an upper structure and can fully exhibit performance in strong winds.SOLUTION: In a seismic isolation structure in which a seismic isolation device 11 is installed between a lower structure 5 and an upper structure 3 and a movable wall 7 is provided between the upper structure 3 and the lower structure 5. The movable wall 7 is attached to a superstructure 3 by means that can be freely rotated and moved by a hinge 117. A bar 112 as a latch is provided sideways on the movable wall 7 that can be locked to a corner pillar 111 projecting from the upper structure 3 or the lower structure 5 by the bar 112.SELECTED DRAWING: Figure 5
【課題】可動壁を下部構造体と上部構造体の中間部でラッチできるので、強風時の性能を十分に発揮できる免震構造物の壁構造を提供する。【解決手段】下部構造体５と上部構造体３の間に免震装置１１を設置し、可動壁７を上部構造体３と下部構造体５に間に設ける免震構造物において、可動壁７はヒンジ１１７による回転移動自在手段で上部構造体３に取付け、可動壁７にラッチとしての閂１１２を横向きに設け、該閂１１２で上部構造体３もしくは下部構造体５に突設するコーナーピラー１１１に係止可能とした。【選択図】図５
WALL STRUCTURE OF SEISMIC ISOLATION STRUCTURE
免震構造物の壁構造
FUJIOKA TOSHIO (author)
2021-11-01
Patent
Electronic Resource
Japanese
CURTAIN WALL HAVING SEISMIC ISOLATION STRUCTURE PERFORMANCE
European Patent Office | 2025
- Seismic isolation block and earthquake seismic resistance-isolation wall structure using the same
| European Patent Office | 2020
- Seismic isolation block and earthquake seismic resistance-isolation wall structure using the same
| European Patent Office | 2024