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CANTILEVER-TYPE VIBRATION DAMPING WALL STRUCTURE OF BUILDING
PROBLEM TO BE SOLVED: To provide a cantilever-type vibration damping wall structure of a building, the wall structure that is applicable to an outer wall of the building, has a simple structure, is durable at low cost, and are superior in the damping function of vibration.SOLUTION: A vibration damping wall structure includes: a frame 2 for bearing a stress to act on a building MJ; a surface material (glass sheet 3) mounted to this frame 2 and constituting a wall surface; a frame body mounted to four sides of this surface material (glass sheet 3) and raising flexural rigidity; and a vibration damper 6 for suppressing a transverse vibration of the building MJ. An upper side and a lower side of the frame body are projectingly mounted from an upper part and a lower part of the surface material (glass sheet 3). Any one of the upper side or the lower side of the frame body is supported to an outside surface or an inside surface of the frame by rigid joining so that a mounting structure plane of the frame body may become an outside or an inside of the structure plane of the frame 2. The other is supported to the outside surface or the inside surface of the frame through the vibration damper so as to be slidably movable in a lateral direction, and side parts of both sides of the frame body are not joined to the frame.SELECTED DRAWING: Figure 1
【課題】建築物の外壁にも適用可能で、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片持ち式制振壁構造を提供する。【解決手段】制振壁構造において、建築物MJに作用する応力を負担するフレーム2と、このフレーム2に取り付けられて壁面を構成する面材(板ガラス3)と、この面材(板ガラス3)の四周に取り付けられて曲げ剛性を高める枠体と、建築物MJの横方向の振動を抑える制振ダンパー6と、を備え、枠体の上辺部及び下辺部を、面材(板ガラス3)の上方及び下方から突出して取り付け、枠体の取付構面が、フレーム2構面の外側もしくは内側となるように、枠体の上辺部又は下辺部は、いずれか一方を、フレームの外側面もしくは内側面に剛接合により支持し、他方を、フレームの外側面もしくは内側面に制振ダンパーを介して横方向にスライド移動可能に支持するとともに、枠体の両側辺部は、前記フレームに接合しない。【選択図】図1
CANTILEVER-TYPE VIBRATION DAMPING WALL STRUCTURE OF BUILDING
PROBLEM TO BE SOLVED: To provide a cantilever-type vibration damping wall structure of a building, the wall structure that is applicable to an outer wall of the building, has a simple structure, is durable at low cost, and are superior in the damping function of vibration.SOLUTION: A vibration damping wall structure includes: a frame 2 for bearing a stress to act on a building MJ; a surface material (glass sheet 3) mounted to this frame 2 and constituting a wall surface; a frame body mounted to four sides of this surface material (glass sheet 3) and raising flexural rigidity; and a vibration damper 6 for suppressing a transverse vibration of the building MJ. An upper side and a lower side of the frame body are projectingly mounted from an upper part and a lower part of the surface material (glass sheet 3). Any one of the upper side or the lower side of the frame body is supported to an outside surface or an inside surface of the frame by rigid joining so that a mounting structure plane of the frame body may become an outside or an inside of the structure plane of the frame 2. The other is supported to the outside surface or the inside surface of the frame through the vibration damper so as to be slidably movable in a lateral direction, and side parts of both sides of the frame body are not joined to the frame.SELECTED DRAWING: Figure 1
【課題】建築物の外壁にも適用可能で、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片持ち式制振壁構造を提供する。【解決手段】制振壁構造において、建築物MJに作用する応力を負担するフレーム2と、このフレーム2に取り付けられて壁面を構成する面材(板ガラス3)と、この面材(板ガラス3)の四周に取り付けられて曲げ剛性を高める枠体と、建築物MJの横方向の振動を抑える制振ダンパー6と、を備え、枠体の上辺部及び下辺部を、面材(板ガラス3)の上方及び下方から突出して取り付け、枠体の取付構面が、フレーム2構面の外側もしくは内側となるように、枠体の上辺部又は下辺部は、いずれか一方を、フレームの外側面もしくは内側面に剛接合により支持し、他方を、フレームの外側面もしくは内側面に制振ダンパーを介して横方向にスライド移動可能に支持するとともに、枠体の両側辺部は、前記フレームに接合しない。【選択図】図1
CANTILEVER-TYPE VIBRATION DAMPING WALL STRUCTURE OF BUILDING
建築物の片持ち式制振壁構造
SATO TAKANORI (author)
2016-06-30
Patent
Electronic Resource
Japanese
VERTICALLY DISPLACEABLE VIBRATION DAMPING WALL STRUCTURE OF BUILDING
European Patent Office | 2016
|European Patent Office | 2024
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