A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
VIBRATION SUPPRESSING STRUCTURE
PROBLEM TO BE SOLVED: To provide vibration suppressing structure capable of suppressing vertical vibration of a floor, without requiring increase in a story height.SOLUTION: There is provided the vibration suppressing structure for suppressing vertical vibration of a target floor 60 constituting a part of a building 1. The vibration suppressing structure comprises: a first inner earthquake resisting wall 11 provided in a same story as the story of the target floor 60 or in a story directly underneath the story of the target floor 60; a first outer earthquake resisting wall 21 connecting one horizontal-direction end of the first inner earthquake resisting wall 11 with a foundation of the building 1; and a second outer earthquake resisting wall 22 connecting the other horizontal-direction end of a first target earthquake resisting wall with the foundation of the building 1.SELECTED DRAWING: Figure 1
【課題】階高を増大させることなく床の上下振動を抑制する事が可能な振動抑制構造を提供すること。【解決手段】建築物１の一部を構成する対象床６０の上下振動を抑制するための振動抑制構造であって、対象床６０が属する階と同一階、又は対象床６０が属する階の直下階に設けられた第１内部耐震壁１１と、第１内部耐震壁１１の水平方向における一方の端部と建築物１の基礎とを相互に接続する第１外部耐震壁２１と、第１対象耐震壁の水平方向における他方の端部と建築物１の基礎とを相互に接続する第２外部耐震壁２２と、を備える。【選択図】図１
VIBRATION SUPPRESSING STRUCTURE
PROBLEM TO BE SOLVED: To provide vibration suppressing structure capable of suppressing vertical vibration of a floor, without requiring increase in a story height.SOLUTION: There is provided the vibration suppressing structure for suppressing vertical vibration of a target floor 60 constituting a part of a building 1. The vibration suppressing structure comprises: a first inner earthquake resisting wall 11 provided in a same story as the story of the target floor 60 or in a story directly underneath the story of the target floor 60; a first outer earthquake resisting wall 21 connecting one horizontal-direction end of the first inner earthquake resisting wall 11 with a foundation of the building 1; and a second outer earthquake resisting wall 22 connecting the other horizontal-direction end of a first target earthquake resisting wall with the foundation of the building 1.SELECTED DRAWING: Figure 1
【課題】階高を増大させることなく床の上下振動を抑制する事が可能な振動抑制構造を提供すること。【解決手段】建築物１の一部を構成する対象床６０の上下振動を抑制するための振動抑制構造であって、対象床６０が属する階と同一階、又は対象床６０が属する階の直下階に設けられた第１内部耐震壁１１と、第１内部耐震壁１１の水平方向における一方の端部と建築物１の基礎とを相互に接続する第１外部耐震壁２１と、第１対象耐震壁の水平方向における他方の端部と建築物１の基礎とを相互に接続する第２外部耐震壁２２と、を備える。【選択図】図１
VIBRATION SUPPRESSING STRUCTURE
振動抑制構造
SUZUKI SHOJI (author) / AOKI KAZUO (author) / IWAI YUICHI (author) / MASUI TETSUYA (author) / AKAZAWA SUKETAKA (author) / WATADA RYO (author)
2017-03-16
Patent
Electronic Resource
Japanese
VIBRATION DISPLACEMENT SUPPRESSING STRUCTURE OF STRUCTURE
| European Patent Office | 2019
VIBRATION DISPLACEMENT SUPPRESSING STRUCTURE OF STRUCTURE
| European Patent Office | 2019
BRIDGE VIBRATION SUPPRESSING SYSTEM AND BRIDGE VIBRATION SUPPRESSING METHOD
| European Patent Office | 2024
VIBRATION DISPLACEMENT SUPPRESSING STRUCTURE OF STRUCTURE GROUP
| European Patent Office | 2019