JP2018184789A - Vibration control device and vibration control structure - Google Patents

Vibration control device and vibration control structure Download PDF

Info

Publication number
JP2018184789A
JP2018184789A JP2017087840A JP2017087840A JP2018184789A JP 2018184789 A JP2018184789 A JP 2018184789A JP 2017087840 A JP2017087840 A JP 2017087840A JP 2017087840 A JP2017087840 A JP 2017087840A JP 2018184789 A JP2018184789 A JP 2018184789A
Authority
JP
Japan
Prior art keywords
support member
damping device
vibration damping
arm
link
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2017087840A
Other languages
Japanese (ja)
Inventor
治 石津
Osamu Ishizu
治 石津
大島 浩敬
Hirotaka Oshima
浩敬 大島
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Senqcia Corp
Original Assignee
Senqcia Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Senqcia Corp filed Critical Senqcia Corp
Priority to JP2017087840A priority Critical patent/JP2018184789A/en
Publication of JP2018184789A publication Critical patent/JP2018184789A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Vibration Prevention Devices (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a miniaturized vibration control device and a vibration control structure having a simple and inexpensive configuration and capable of restraining deterioration in a long term use.SOLUTION: When an arm member 13 is pushed into a support member 4 side from a support member 15 side, a link member 7 is rotated by the arm member 13. A rotation damper 6 is rotated in accordance with rotation of the link member 7. At that time, attenuation force is generated in the rotation damper 6. When a vibration direction is inverted and the arm member 13 is pulled from the support member 4 side to the support member 15 side, the link member 7 is rotated to a direction opposite from the above mentioned direction by the arm member 13. As described above, the rotation damper 6 is rotated in accordance with the rotation of the link member 7, and at that time, the attenuation force is generated in the rotation damper 6.SELECTED DRAWING: Figure 5

Description

本発明は、制振装置および制振構造に関するものである。   The present invention relates to a vibration damping device and a vibration damping structure.

従来、地震や強風等によって発生する構造物の揺れを抑制するため、建物の柱等の縦材と、梁や根太などの横材とで囲まれたコーナー部に制振装置が設置される場合がある。   Conventionally, in order to suppress the shaking of structures caused by earthquakes and strong winds, vibration control devices are installed at corners surrounded by vertical members such as pillars of buildings and horizontal members such as beams and joists. There is.

構造物の振動を減衰させる減衰機能を有する制振装置としては、例えば、縦材と横材とのコーナー部に、斜材であるアーム部材の一端を縦材に他端を横材に回動可能に連結して、横材とアーム部との連結部に、板材の間に弾性体や粘弾性体を配置して形成された制振ダンパを設けたものがある(例えば、特許文献1、特許文献2)。   As a damping device having a damping function for damping the vibration of a structure, for example, at the corner part of a vertical member and a horizontal member, one end of an arm member, which is a diagonal member, is rotated with the vertical member as the other member and the other end as a horizontal member. There is a structure in which a damping damper formed by arranging an elastic body or a viscoelastic body between plate members is provided in a connecting portion between a cross member and an arm portion (for example, Patent Document 1, Patent Document 2).

また、減衰機能と原形復元機能とを併せ持つ制振装置として、縦材と横材とのコーナー部に、縦材に回動可能に連結された第1リンクアームと、横材に回動可能に連結された第2リンクアームと、両者の対向面の間に設けられた摩擦板とを有する減衰機構を設けるとともに、円弧形の第1板片の先端に形成された突出部を円弧形の第2板片の先端に形成された凹所に配置して形成された複数のバネ板からなり、各バネ板の一端が縦材に他端が横材に連結された原形復元機構を設けたものがある(例えば、特許文献3)。 In addition, as a vibration damping device that has both a damping function and an original shape restoration function, the first link arm that is pivotally connected to the longitudinal member at the corner of the longitudinal member and the transverse member, and the pivotable to the transverse member A damping mechanism having a linked second link arm and a friction plate provided between the opposing surfaces of the two link arms is provided, and a protrusion formed at the tip of the arc-shaped first plate piece is formed in an arc shape. An original shape restoring mechanism is provided, comprising a plurality of spring plates arranged in a recess formed at the tip of the second plate piece, one end of each spring plate being connected to a vertical member and the other end to a horizontal member. (For example, Patent Document 3).

特開2007−197939号公報JP 2007-197939 A 特開2014−15709号公報JP 2014-15709 A 特許第3515103号公報Japanese Patent No. 3515103

しかしながら、特許文献1、2のような制振装置で用いられている減衰機構は、安価である反面、長期使用時に摩擦板や弾性体、粘弾性体等が劣化する恐れがある。また、特許文献3のように、減衰機能と復元機能の双方を有する制振装置は、構造が複雑であり、大型で高価である。   However, the damping mechanism used in the vibration damping devices such as Patent Documents 1 and 2 is inexpensive, but the friction plate, the elastic body, the viscoelastic body, and the like may deteriorate during long-term use. In addition, as in Patent Document 3, a vibration damping device having both a damping function and a restoring function has a complicated structure, is large, and is expensive.

本発明は、前述した問題点に鑑みてなされたものであり、構造が簡単で安価であり、長期使用時に劣化しにくい小型の制振装置および制振構造を提供することを目的とする。   The present invention has been made in view of the above-described problems, and an object of the present invention is to provide a compact vibration damping device and vibration damping structure that are simple in structure, inexpensive, and hardly deteriorate during long-term use.

前述した目的を達成するために第1の発明は、構造物に取り付けられて、振動エネルギーを吸収する制振装置であって、支持部材と、前記支持部材に固定され、回転方向の減衰を行う回転ダンパと、前記回転ダンパに固定されるリンク部材と、前記リンク部材に回動可能に一端が連結されるアーム部材と、を具備し、前記支持部材に対して前記アーム部材が変位すると、前記アーム部材によって前記リンク部材を介して前記回転ダンパが回転し、前記回転ダンパの回転変位によって振動を減衰させることを特徴とする制振装置である。   In order to achieve the above-described object, a first invention is a vibration damping device that is attached to a structure and absorbs vibration energy, and is fixed to the support member and the support member, and attenuates in the rotational direction. A rotation damper, a link member fixed to the rotation damper, and an arm member having one end rotatably connected to the link member, and when the arm member is displaced with respect to the support member, The vibration damper is characterized in that the rotary damper is rotated by the arm member via the link member, and the vibration is attenuated by the rotational displacement of the rotary damper.

前記支持部材には、弾性部材が配置され、前記弾性部材によって、前記アーム部材と前記リンク部材の連結位置が保持されることが望ましい。   It is preferable that an elastic member is disposed on the support member, and the connection position between the arm member and the link member is held by the elastic member.

第1の発明によれば、支持部材に対してアーム部材が変位すると、支持部材に固定された回転ダンパが、アーム部材によってリンク部材を介して回転し、回転ダンパの回転変位によって振動を減衰させることができる。これにより、構造が簡単で安価であり、長期使用時に劣化しにくい小型の制振装置を実現することができる。   According to the first invention, when the arm member is displaced with respect to the support member, the rotary damper fixed to the support member rotates through the link member by the arm member, and the vibration is attenuated by the rotational displacement of the rotary damper. be able to. As a result, it is possible to realize a compact vibration damping device that is simple in structure, inexpensive, and hardly deteriorates during long-term use.

また、支持部材に配置された弾性部材によって、アーム部材とリンク部材の連結位置を保持すれば、回転ダンパによる減衰機能に加えて、制振装置を大型化することなく、弾性部材による原位置復元機能を付与することができる。   Further, if the connecting position of the arm member and the link member is held by the elastic member arranged on the support member, in addition to the damping function by the rotary damper, the original position is restored by the elastic member without increasing the size of the vibration damping device. Functions can be added.

第2の発明は、第1の発明の制振装置を具備し、前記アーム部材の端部が、構造物の柱または梁の一方に回動可能に固定され、前記支持部材が構造物の柱または梁の他方に固定されることを特徴とする制振構造である。   A second invention includes the vibration damping device according to the first invention, wherein an end portion of the arm member is rotatably fixed to one of a pillar or a beam of the structure, and the support member is a pillar of the structure. Or it is the damping structure characterized by being fixed to the other of a beam.

第2の発明によれば、第1の発明の制振装置のアーム部材の端部が、構造物の柱または梁の一方に回動可能に固定され、支持部材が構造物の柱または梁の他方に固定されるため、構造が簡単で安価であり、長期使用時に劣化しにくい小型の制振構造を実現することができる。   According to the second invention, the end of the arm member of the vibration damping device of the first invention is pivotally fixed to one of the column or beam of the structure, and the support member is the column or beam of the structure. Since it is fixed to the other side, it is possible to realize a small vibration control structure that is simple and inexpensive, and that does not easily deteriorate during long-term use.

本発明によれば、構造が簡単で安価であり、長期使用時に劣化しにくい小型の制振装置および制振構造を提供することができる。   According to the present invention, it is possible to provide a compact vibration damping device and vibration damping structure that are simple in structure and inexpensive, and that are unlikely to deteriorate during long-term use.

制振構造10を示す図。The figure which shows the damping structure. 制振装置1の分解斜視図。FIG. 2 is an exploded perspective view of the vibration damping device 1. 制振装置1の分解斜視図。FIG. 2 is an exploded perspective view of the vibration damping device 1. 制振装置1の組立斜視図。FIG. 制振装置1の正面図。The front view of the damping device 1. FIG. 制振装置1の動作を示す図。The figure which shows operation | movement of the damping device. 制振装置1の動作を示す図。The figure which shows operation | movement of the damping device. 制振装置1aの正面図。The front view of the damping device 1a.

以下、本発明の実施の形態にかかる制振構造10について説明する。図1は、制振構造10を示す図である。構造物の縦材である柱3と横材である梁5の合流部に制振装置1が方杖状に配置される。図示した例では、柱3と梁5とで形成される矩形部の対角線上に制振装置1が2カ所配置される。   Hereinafter, the damping structure 10 concerning embodiment of this invention is demonstrated. FIG. 1 is a diagram showing a vibration damping structure 10. The vibration damping device 1 is arranged in a cane-like shape at the junction of the column 3 which is the vertical member of the structure and the beam 5 which is the horizontal member. In the illustrated example, two damping devices 1 are arranged on the diagonal line of the rectangular portion formed by the pillar 3 and the beam 5.

制振装置1の両端は、固定ビス31によって、柱3および梁5にそれぞれ固定される。また、制振装置1は、柱3および梁5に対して回動可能である。なお、全ての角部に制振装置1を配置してもよい。   Both ends of the vibration damping device 1 are fixed to the column 3 and the beam 5 by fixing screws 31, respectively. Further, the vibration damping device 1 is rotatable with respect to the column 3 and the beam 5. In addition, you may arrange | position the damping device 1 in all the corner | angular parts.

地震などにより構造物が振動すると、柱3と梁5とが相対的に変位し、例えば、柱3と梁5との角度が変化する。柱3と梁との角度が変化すると、制振装置1と、柱3および梁5とのそれぞれの固定部の距離が変化する。この距離変化の際に、制振装置1が作動して、振動エネルギーを吸収する。   When the structure vibrates due to an earthquake or the like, the column 3 and the beam 5 are relatively displaced, and, for example, the angle between the column 3 and the beam 5 changes. When the angle between the column 3 and the beam changes, the distance between the vibration damping device 1 and the fixed portion between the column 3 and the beam 5 changes. When the distance changes, the vibration damping device 1 operates to absorb vibration energy.

次に、制振装置1について詳細に説明する。図2〜図3は、制振装置1の分解斜視図である。制振装置1は、主に、支持部材4、回転ダンパ6、リンク部材7、アーム部材13等から構成される。   Next, the vibration damping device 1 will be described in detail. 2 to 3 are exploded perspective views of the vibration damping device 1. The vibration damping device 1 mainly includes a support member 4, a rotary damper 6, a link member 7, an arm member 13, and the like.

支持部材4は、例えば、略L字状の断面を有する部材であり、一方の面が、固定対象部に対する固定部となる。支持部材4の固定部と垂直な面には、回転ダンパ6が固定される。回転ダンパ6は、軸17の回転方向の動作に対して減衰機能を発揮するものである。   The support member 4 is a member having a substantially L-shaped cross section, for example, and one surface serves as a fixing portion for the fixing target portion. A rotary damper 6 is fixed to a surface perpendicular to the fixing portion of the support member 4. The rotary damper 6 exhibits a damping function with respect to the operation of the shaft 17 in the rotational direction.

図3に示すように、回転ダンパ6の軸17には、リンク部材7が取り付けられる。リンク部材7は、例えば矩形形状の軸17の形状に対応した形状の孔19を有する。このため、リンク部材7を回転ダンパ6に取り付けると、リンク部材7の回転動作と回転ダンパ6の回転動作が同期する。   As shown in FIG. 3, the link member 7 is attached to the shaft 17 of the rotary damper 6. The link member 7 has a hole 19 having a shape corresponding to the shape of the rectangular shaft 17, for example. For this reason, when the link member 7 is attached to the rotary damper 6, the rotation operation of the link member 7 and the rotation operation of the rotary damper 6 are synchronized.

リンク部材7の孔19は、リンク部材7の中心から偏心した位置に配置される。また、リンク部材7の中心に対して、孔19とは反対側に偏心した位置に、孔27が形成される。   The hole 19 of the link member 7 is disposed at a position eccentric from the center of the link member 7. Further, a hole 27 is formed at a position eccentric to the opposite side of the hole 19 with respect to the center of the link member 7.

リンク部材7には、アーム部材13が取り付けられる。アーム部材13には、両端部近傍に孔23が形成される。アーム部材13の孔23と、リンク部材7の孔27を貫通するようにボルト21aが挿通されて、ナット25で固定される。以上により、アーム部材13の一端とリンク部材7とが、互いに回動可能に連結される。   An arm member 13 is attached to the link member 7. The arm member 13 is formed with holes 23 in the vicinity of both ends. A bolt 21 a is inserted so as to pass through the hole 23 of the arm member 13 and the hole 27 of the link member 7, and is fixed with a nut 25. Thus, one end of the arm member 13 and the link member 7 are connected to each other so as to be rotatable.

図4は、制振装置1の組立斜視図であり、図5は制振装置1の正面図である。なお、図5においては、制振装置1が固定ビス31で柱や梁に取り付けられた状態を示す。前述したように、アーム部材13の一方の端部近傍は、リンク部材7にボルト21a及びナット25で回動可能に取り付けられる。   FIG. 4 is an assembled perspective view of the vibration damping device 1, and FIG. 5 is a front view of the vibration damping device 1. FIG. 5 shows a state where the vibration damping device 1 is attached to a column or beam with a fixed screw 31. As described above, the vicinity of one end of the arm member 13 is attached to the link member 7 so as to be rotatable by the bolt 21 a and the nut 25.

また、アーム部材13の他端には、支持部材15が取り付けられる。支持部材15は、柱3、梁5などの固定対象への固定部である。支持部材15には、孔29が設けられる。アーム部材13の孔23と、支持部材15の孔29を貫通するようにボルト21が挿通されて、ナット25で固定される。以上により、アーム部材13の一端と支持部材15とが、互いに回動可能に連結される。このため、柱3と梁5との角度が変化しても、制振装置1は、この角度変化に追従可能である。   A support member 15 is attached to the other end of the arm member 13. The support member 15 is a fixed portion to a fixed object such as the column 3 and the beam 5. A hole 29 is provided in the support member 15. The bolt 21 is inserted so as to penetrate the hole 23 of the arm member 13 and the hole 29 of the support member 15, and is fixed by the nut 25. Thus, one end of the arm member 13 and the support member 15 are connected to each other so as to be rotatable. For this reason, even if the angle between the column 3 and the beam 5 changes, the vibration damping device 1 can follow this change in angle.

次に、制振装置1の動作について説明する。図6は、柱3と梁5との角度が変化して、支持部材4と支持部材15の互いの距離が近くなる方向に変位した状態を示す図である。すなわち、制振装置1の支持部材4と支持部材15が両端から圧縮される方向(図中矢印A)に外力が付与された状態である。   Next, the operation of the vibration damping device 1 will be described. FIG. 6 is a diagram illustrating a state in which the angle between the column 3 and the beam 5 is changed and the support member 4 and the support member 15 are displaced in a direction in which the distance between them becomes closer. That is, the external force is applied in the direction in which the support member 4 and the support member 15 of the vibration damping device 1 are compressed from both ends (arrow A in the figure).

支持部材15側から支持部材4側にアーム部材13が押し込まれると、アーム部材13によって、リンク部材7回転する(図中矢印B)。この際、リンク部材7と同時に回転する回転ダンパ6において減衰力が発生する。   When the arm member 13 is pushed from the support member 15 side to the support member 4 side, the arm member 13 rotates the link member 7 (arrow B in the figure). At this time, a damping force is generated in the rotary damper 6 that rotates simultaneously with the link member 7.

図7は、揺れの方向が反転し、柱3と梁5との角度が変化して、支持部材4と支持部材15の互いの距離が離れる方向に変位した状態を示す図である。すなわち、制振装置1の支持部材4と支持部材15が両端から引っ張られる方向(図中矢印C)に外力が付与された状態である。   FIG. 7 is a diagram illustrating a state in which the swing direction is reversed, the angle between the column 3 and the beam 5 is changed, and the support member 4 and the support member 15 are displaced in a direction away from each other. That is, an external force is applied in the direction in which the support member 4 and the support member 15 of the vibration damping device 1 are pulled from both ends (arrow C in the figure).

支持部材4側から支持部材15側へアーム部材13が引っ張られると、アーム部材13によって、リンク部材7が、前述した方向とは逆方向に回転する(図中矢印D)。前述したように、リンク部材7回転に伴い、回転ダンパ6が逆回転し、この際、回転ダンパ6において減衰力が発生する。   When the arm member 13 is pulled from the support member 4 side to the support member 15 side, the arm member 13 causes the link member 7 to rotate in the direction opposite to the above-described direction (arrow D in the figure). As described above, the rotation damper 6 rotates in reverse with the rotation of the link member 7, and at this time, a damping force is generated in the rotation damper 6.

以上のように、揺れの方向によって、アーム部材13を介して、リンク部材7がそれぞれの方向に回転し、これによって回転ダンパ6を正逆回転させることができる。このため、回転ダンパ6の回転によって減衰力を発揮させ、構造物の揺れを制振することができる。   As described above, the link member 7 rotates in each direction via the arm member 13 depending on the direction of shaking, and thus the rotary damper 6 can be rotated forward and backward. For this reason, a damping force can be exhibited by the rotation of the rotary damper 6 to suppress the vibration of the structure.

なお、アーム部材13の長さは、アーム部材13によるリンク部材7の回転範囲(制振装置1の動作範囲)に対して、最も支持部材4と支持部材15が近付いた際でも、取付対象部である柱3等と支持部材4とが干渉しない程度の長さとする。   Note that the length of the arm member 13 is such that the support member 4 and the support member 15 are closest to the rotation range of the link member 7 by the arm member 13 (the operation range of the vibration damping device 1). The length of the column 3 and the like and the support member 4 are set so as not to interfere with each other.

以上、本実施の形態によれば、回転ダンパ6の回転変位によって、効率よく振動のエネルギーを吸収することができる。このため、小型で、安価な部材によって、長期使用時に劣化しにくい小型の制振装置を得ることができる。また、回転ダンパ6を用いるため、比較的大きな変位に対しても、容易に適用することができる。   As described above, according to the present embodiment, vibration energy can be efficiently absorbed by the rotational displacement of the rotary damper 6. For this reason, it is possible to obtain a small vibration damping device that is difficult to deteriorate during long-term use with a small and inexpensive member. Further, since the rotary damper 6 is used, it can be easily applied to a relatively large displacement.

次に、第2の実施形態について説明する。図8は、第2の実施形態にかかる制振装置1aの正面図である。なお、以下の説明において、制振装置1と同一の機能を奏する構成については、図1〜図7と同一の符号を付し、重複する説明を省略する。   Next, a second embodiment will be described. FIG. 8 is a front view of the vibration damping device 1a according to the second embodiment. In addition, in the following description, about the structure which show | plays the same function as the damping device 1, the same code | symbol as FIGS. 1-7 is attached | subjected, and the overlapping description is abbreviate | omitted.

制振装置1aは、制振装置1とほぼ同様の構成であるが、弾性部材33が設けられる点で異なる。支持部材4の一方の面には、固定部34が起立する。固定部34には、弾性部材33が固定される。すなわち、弾性部材33は、支持部材4に固定される。   The vibration damping device 1a has substantially the same configuration as the vibration damping device 1, but differs in that an elastic member 33 is provided. A fixing portion 34 stands on one surface of the support member 4. The elastic member 33 is fixed to the fixing portion 34. That is, the elastic member 33 is fixed to the support member 4.

一対の弾性部材33は、互いに対向するように配置され、支持部材4の中央部近傍でリンク部材7に接続される。すなわち、リンク部材7は、一対の弾性部材33によって挟み込まれる。   The pair of elastic members 33 are disposed so as to face each other, and are connected to the link member 7 in the vicinity of the center portion of the support member 4. That is, the link member 7 is sandwiched between the pair of elastic members 33.

前述したように、支持部材4に対してアーム部材13が移動し、リンク部材7が回転すると、弾性部材33に力が付与される。このため、弾性部材33は、リンク部材7を元の位置に戻そうとする復元力を発揮する。このため、地震等が収まった後に、アーム部材13とリンク部材7の連結位置は、常に一定の位置に保持される。   As described above, when the arm member 13 moves relative to the support member 4 and the link member 7 rotates, a force is applied to the elastic member 33. For this reason, the elastic member 33 exhibits the restoring force which tries to return the link member 7 to the original position. For this reason, after an earthquake etc. settles, the connection position of the arm member 13 and the link member 7 is always held at a fixed position.

第2の実施形態によれば、第1の実施形態と同様の効果を得ることができる。また、この際、リンク部材7の変位が、弾性部材33によって復元するため、振動が停止した後に、リンク部材7が変位している場合には、弾性部材33によって、元の状態への復元力が付与され、構造物が元の状態へ復元される。   According to the second embodiment, an effect similar to that of the first embodiment can be obtained. At this time, since the displacement of the link member 7 is restored by the elastic member 33, when the link member 7 is displaced after the vibration is stopped, the elastic member 33 restores the restoring force to the original state. And the structure is restored to its original state.

以上、添付図を参照しながら、本発明の実施の形態を説明したが、本発明の技術的範囲は、前述した実施の形態に左右されない。当業者であれば、特許請求の範囲に記載された技術的思想の範疇内において各種の変更例または修正例に想到し得ることは明らかであり、それらについても当然に本発明の技術的範囲に属するものと了解される。   As mentioned above, although embodiment of this invention was described referring an accompanying drawing, the technical scope of this invention is not influenced by embodiment mentioned above. It is obvious for those skilled in the art that various modifications or modifications can be conceived within the scope of the technical idea described in the claims, and these are naturally within the technical scope of the present invention. It is understood that it belongs.

1、1a………制振装置
3………柱
4………支持部材
5………梁
6………回転ダンパ
7………リンク部材
10………制振構造
13………アーム部材
15………支持部材
17………軸
19………孔
21、21a………ボルト
23………孔
25………ナット
27………孔
29………孔
31………固定ビス
33………弾性部材
34………固定部
1, 1a... Damping device 3... Pillar 4... Support member 5... Beam 6... Rotating damper 7 ... Link member 10 ... Damping structure 13. 15 ......... Support member 17 ......... Shaft 19 ......... Hole 21, 21a ......... Bolt 23 ......... Hole 25 ......... Nut 27 ......... Hole 29 ......... Hole 31 ......... Fixing screw 33 ……… Elastic member 34 ……… Fixing part

Claims (3)

構造物に取り付けられて、振動エネルギーを吸収する制振装置であって、
支持部材と、
前記支持部材に固定され、回転方向の減衰を行う回転ダンパと、
前記回転ダンパに固定されるリンク部材と、
前記リンク部材に回動可能に一端が連結されるアーム部材と、
を具備し、
前記支持部材に対して前記アーム部材が変位すると、前記アーム部材によって前記リンク部材を介して前記回転ダンパが回転し、前記回転ダンパの回転変位によって振動を減衰させることを特徴とする制振装置。
A vibration damping device that is attached to a structure and absorbs vibration energy,
A support member;
A rotation damper fixed to the support member and performing attenuation in the rotation direction;
A link member fixed to the rotary damper;
An arm member having one end rotatably connected to the link member;
Comprising
When the arm member is displaced with respect to the support member, the rotary damper is rotated by the arm member via the link member, and the vibration is attenuated by the rotational displacement of the rotary damper.
前記支持部材には、弾性部材が配置され、前記弾性部材によって、前記アーム部材と前記リンク部材の連結位置が保持されることを特徴とする請求項1記載の制振装置。   The vibration damping device according to claim 1, wherein an elastic member is disposed on the support member, and the connection position between the arm member and the link member is held by the elastic member. 請求項1または請求項2のいずれかに記載の制振装置を具備し、
前記アーム部材の端部が、構造物の柱または梁の一方に回動可能に固定され、前記支持部材が構造物の柱または梁の他方に固定されることを特徴とする制振構造。
Comprising the vibration damping device according to claim 1 or 2,
An end portion of the arm member is rotatably fixed to one of a pillar or beam of the structure, and the support member is fixed to the other of the pillar or beam of the structure.
JP2017087840A 2017-04-27 2017-04-27 Vibration control device and vibration control structure Pending JP2018184789A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2017087840A JP2018184789A (en) 2017-04-27 2017-04-27 Vibration control device and vibration control structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2017087840A JP2018184789A (en) 2017-04-27 2017-04-27 Vibration control device and vibration control structure

Publications (1)

Publication Number Publication Date
JP2018184789A true JP2018184789A (en) 2018-11-22

Family

ID=64355657

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2017087840A Pending JP2018184789A (en) 2017-04-27 2017-04-27 Vibration control device and vibration control structure

Country Status (1)

Country Link
JP (1) JP2018184789A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020159398A (en) * 2019-03-25 2020-10-01 センクシア株式会社 Damping mechanism and base isolation structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020159398A (en) * 2019-03-25 2020-10-01 センクシア株式会社 Damping mechanism and base isolation structure
JP7210351B2 (en) 2019-03-25 2023-01-23 センクシア株式会社 Damping mechanism and seismic isolation structure

Similar Documents

Publication Publication Date Title
KR102426441B1 (en) Collapsible member and flexible display device
JP2014168818A (en) Arm structure
JP2017040366A (en) Vertical seismic isolator
JPH10169244A (en) Vibration control device having toggle mechanism
JP2018184789A (en) Vibration control device and vibration control structure
JP2014189950A (en) Vibration control device and vibration control frame
JP4800835B2 (en) Multi-layer seismic control device
JP2019019849A (en) Seismic isolation damper and seismic isolation system
JP2018184788A (en) Vibration control device and vibration control structure
JP4602804B2 (en) Rotating friction damping device for seismic isolation system
JP5281528B2 (en) Vertical vibration suppression structure and seismic isolation device
JP2007263158A (en) Vibration damping device
JP4780698B2 (en) Vibration control device
JP5318483B2 (en) Vibration control device
JP2007132015A (en) Toggle vibration control equipment
JP6726381B2 (en) Installation structure of rotary mass damper
JPH11125028A (en) Damper
JP2018185014A (en) Vibration control device and vibration control structure
JP2014137071A (en) Friction damper
JP2002364205A (en) Damping apparatus of structure
JP6467564B2 (en) Structure
CN108131381B (en) Hinge structure
JP6384160B2 (en) Damping device and damping structure
JP2008069595A (en) Aseismic response control damper installing structure
JP4062259B2 (en) Displacement amplification type vibration control structure of detached house building