Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
DAMPING METHOD AND STRUCTURE OF STEEL STRUCTURE, AND RACK WAREHOUSE USING THE SAME
PROBLEM TO BE SOLVED: To certainly suppress vibration of steel structure due to external force, such as earthquake.SOLUTION: In this damping method and structure, a fulcrum T0 of center is arranged at top part of a criterion surface P0 of a steel structure S1, a damping damper 1 is rotatably arranged on the fulcrum T0, one end side fulcrum T1 is arranged on top part of an opposite side surface P1 of the steel structure S1 and the other end side fulcrum T2 is arranged on top part of a surface P2 of a steel structure S2, a displacement amplification mechanism 2 for amplifying displacement due to vibration of each of the steel structures is rotatably arranged between each of the fulcrums T1, T2 and the other end 12 of the damping damper 1 and for transferring the amplified displacement to the damping damper 1 so as to absorb vibration energy of each of steel structure using deformation of each of the steel structures.SELECTED DRAWING: Figure 2
【課題】地震などの外力による鉄骨構造物の振動を確実に抑制する。【解決手段】この制振方法及び構造では、鉄骨構造物Ｓ１の基準面Ｐ０の頂部に中央の支点Ｔ０を設け、この支点Ｔ０に制振ダンパー１を回動可能に設置し、鉄骨構造物Ｓ１の反対側の面Ｐ１の頂部に一端側の支点Ｔ１、鉄骨構造物Ｓ２の面Ｐ２の頂部に他端側の支点Ｔ２をそれぞれ設けて、各支点Ｔ１，Ｔ２及び制振ダンパ１ーの他端１２間に回動可能に各鉄骨構造物の振動による変位を増幅し制振ダンパー１に伝達する変位増幅機構２を架設し、各鉄骨構造物の変形を利用して各鉄骨構造物の振動エネルギーを吸収する。【選択図】図２
DAMPING METHOD AND STRUCTURE OF STEEL STRUCTURE, AND RACK WAREHOUSE USING THE SAME
PROBLEM TO BE SOLVED: To certainly suppress vibration of steel structure due to external force, such as earthquake.SOLUTION: In this damping method and structure, a fulcrum T0 of center is arranged at top part of a criterion surface P0 of a steel structure S1, a damping damper 1 is rotatably arranged on the fulcrum T0, one end side fulcrum T1 is arranged on top part of an opposite side surface P1 of the steel structure S1 and the other end side fulcrum T2 is arranged on top part of a surface P2 of a steel structure S2, a displacement amplification mechanism 2 for amplifying displacement due to vibration of each of the steel structures is rotatably arranged between each of the fulcrums T1, T2 and the other end 12 of the damping damper 1 and for transferring the amplified displacement to the damping damper 1 so as to absorb vibration energy of each of steel structure using deformation of each of the steel structures.SELECTED DRAWING: Figure 2
【課題】地震などの外力による鉄骨構造物の振動を確実に抑制する。【解決手段】この制振方法及び構造では、鉄骨構造物Ｓ１の基準面Ｐ０の頂部に中央の支点Ｔ０を設け、この支点Ｔ０に制振ダンパー１を回動可能に設置し、鉄骨構造物Ｓ１の反対側の面Ｐ１の頂部に一端側の支点Ｔ１、鉄骨構造物Ｓ２の面Ｐ２の頂部に他端側の支点Ｔ２をそれぞれ設けて、各支点Ｔ１，Ｔ２及び制振ダンパ１ーの他端１２間に回動可能に各鉄骨構造物の振動による変位を増幅し制振ダンパー１に伝達する変位増幅機構２を架設し、各鉄骨構造物の変形を利用して各鉄骨構造物の振動エネルギーを吸収する。【選択図】図２
DAMPING METHOD AND STRUCTURE OF STEEL STRUCTURE, AND RACK WAREHOUSE USING THE SAME
鉄骨構造物の制振方法及び構造、並びにこれを用いたラック式倉庫
MATSUURA TSUNEHISA (Autor:in)
14.04.2016
Patent
Elektronische Ressource
Japanisch
IPC:
E04H
Gebäude oder ähnliche Bauwerke für besondere Zwecke
,
BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES
/
B65G
TRANSPORT OR STORAGE DEVICES, e.g. CONVEYORS FOR LOADING OR TIPPING, SHOP CONVEYOR SYSTEMS OR PNEUMATIC TUBE CONVEYORS
,
Transport- oder Lagervorrichtungen, z.B. Förderer zum Laden oder Abladen
/
F16F
SPRINGS
,
Federn
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