Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP5968063B2 - Vibration control device - Google Patents
[go: Go Back, main page]

JP5968063B2 - Vibration control device - Google Patents

Vibration control device Download PDF

Info

Publication number
JP5968063B2
JP5968063B2 JP2012106105A JP2012106105A JP5968063B2 JP 5968063 B2 JP5968063 B2 JP 5968063B2 JP 2012106105 A JP2012106105 A JP 2012106105A JP 2012106105 A JP2012106105 A JP 2012106105A JP 5968063 B2 JP5968063 B2 JP 5968063B2
Authority
JP
Japan
Prior art keywords
plate
buckling prevention
vibration control
control device
buckling
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.)
Active
Application number
JP2012106105A
Other languages
Japanese (ja)
Other versions
JP2013234455A (en
Inventor
大悟 安達
大悟 安達
野村 武史
武史 野村
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.)
Sumitomo Riko Co Ltd
Original Assignee
Sumitomo Riko Co Ltd
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 Sumitomo Riko Co Ltd filed Critical Sumitomo Riko Co Ltd
Priority to JP2012106105A priority Critical patent/JP5968063B2/en
Publication of JP2013234455A publication Critical patent/JP2013234455A/en
Application granted granted Critical
Publication of JP5968063B2 publication Critical patent/JP5968063B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

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

Description

本発明は、軽量鉄骨造等の建物において、震動を減衰させるためにフレーム内に設けられる制震装置に関する。   The present invention relates to a vibration control device provided in a frame for attenuating vibration in buildings such as lightweight steel structures.

建物のフレーム内に設けられる制震装置としては、例えば特許文献1に開示されるように、梁等の横架材に取り付けられる上下一対の取付部材の一方に、フレーム面と平行な第1のプレートを、取付部材の他方に、第1のプレートと所定間隔をおいて第1のプレートと平行な第2のプレートをそれぞれ取り付けて、第1のプレートと第2のプレートとの間に粘弾性体を接着したものが知られている。すなわち、地震等による加振時には、第1のプレートと第2のプレートとが相反方向へ変位して粘弾性体をせん断変形させて振動エネルギーを減衰させるものである。   As a seismic control device provided in a frame of a building, for example, as disclosed in Patent Document 1, one of a pair of upper and lower mounting members attached to a horizontal member such as a beam has a first parallel to the frame surface. A plate is attached to the other of the attachment members by a second plate parallel to the first plate at a predetermined distance from the first plate, and viscoelasticity is provided between the first plate and the second plate. Known to be bonded to the body. That is, at the time of vibration due to an earthquake or the like, the first plate and the second plate are displaced in the opposite directions, and the viscoelastic body is sheared to attenuate the vibration energy.

特開2005−133533号公報JP 2005-133533 A

しかし、一対のプレート間に粘弾性体を介在させた従来の制震装置においては、せん断変形する際に一対のプレート間の距離が広がって面外に座屈するおそれがある。この場合、粘弾性体への入力が不十分となって減衰性能が低下してしまう。   However, in a conventional vibration control device in which a viscoelastic body is interposed between a pair of plates, there is a possibility that the distance between the pair of plates may be widened and buckled out of plane when shearing. In this case, the input to the viscoelastic body is insufficient and the damping performance is lowered.

そこで、本発明は、プレートの座屈を防止して粘弾性体に確実に振動を入力させ、好適な減衰性能を得ることができる制震装置を提供することを目的としたものである。   Accordingly, an object of the present invention is to provide a vibration control device that can prevent buckling of a plate and reliably input vibration to a viscoelastic body to obtain a suitable damping performance.

上記目的を達成するために、請求項1に記載の発明は、フレーム内で当該フレームを形成する一方の横架材側に固定され、フレーム面と平行な第1のプレートと、その第1のプレートと厚み方向に所定間隔をおいて第1のプレートと平行に配置され、他方の横架材側に固定される第2のプレートと、第1のプレートと第2のプレートとの間に介在されて互いの対向面同士がそれぞれ接着される粘弾性体と、を含んでなる制震装置であって、各プレートにおける横架材へ固定される固定端部側には、上下方向の長さがプレートよりも短く形成され、端部が相手側のプレートにおける固定端部と反対側の自由端部の厚み方向の外側に位置して当該プレートの厚み方向の外側への移動を規制する座屈防止体それぞれ設けられていることを特徴とするものである。
請求項2に記載の発明は、請求項1の構成において、座屈防止体と相手側のプレートとの互いの対向面の何れか一方に、他方の対向面と当接する滑り板を取り付けたことを特徴とするものである。
請求項3に記載の発明は、請求項1又は2の構成において、座屈防止体とその座屈防止体が設けられるプレートとの間に、座屈防止体と当該プレートとの間隔の拡がりを規制する規制手段を設けたことを特徴とするものである。
In order to achieve the above-mentioned object, the invention described in claim 1 is characterized in that a first plate fixed to one side of the horizontal member forming the frame in the frame and parallel to the frame surface, and the first plate A second plate that is arranged in parallel with the first plate at a predetermined interval in the thickness direction and is fixed to the other horizontal member, and interposed between the first plate and the second plate And a viscoelastic body to which the opposing surfaces are bonded to each other, wherein the fixed end side fixed to the horizontal member in each plate has a vertical length Is formed shorter than the plate, and the end portion is located outside the fixed end portion of the mating plate on the opposite side to the fixed end portion in the thickness direction, and buckling restricts the movement of the plate in the thickness direction outside. It is characterized in that the preventer is provided respectively It is intended.
According to a second aspect of the present invention, in the configuration of the first aspect, a sliding plate that is in contact with the other opposing surface is attached to one of the opposing surfaces of the buckling prevention body and the mating plate. It is characterized by.
According to a third aspect of the present invention, in the configuration of the first or second aspect, the gap between the buckling prevention body and the plate is widened between the buckling prevention body and the plate on which the buckling prevention body is provided. It is characterized in that a regulating means for regulating is provided.

請求項1に記載の発明によれば、座屈防止体の採用により、プレートの座屈を防止して粘弾性体に確実に振動を入力させ、好適な減衰性能を得ることができる。
請求項2に記載の発明によれば、請求項1の効果に加えて、プレートに滑り板が常に当接するため、プレートの座屈防止効果の向上が期待できる。
請求項3に記載の発明によれば、請求項1又は2の効果に加えて、プレートに対する座屈防止体の適正な位置が維持され、座屈防止の信頼性が高まる。
According to the first aspect of the present invention, by adopting the buckling prevention body, it is possible to prevent the buckling of the plate and reliably input vibration to the viscoelastic body, thereby obtaining a suitable damping performance.
According to the second aspect of the present invention, in addition to the effect of the first aspect, since the sliding plate always abuts on the plate, an improvement in the effect of preventing the buckling of the plate can be expected.
According to invention of Claim 3, in addition to the effect of Claim 1 or 2, the appropriate position of the buckling prevention body with respect to a plate is maintained, and the reliability of buckling prevention increases.

形態1の制震装置の説明図で、(A)が正面、(B)が側面をそれぞれ示す。It is explanatory drawing of the damping device of form 1, (A) shows a front surface and (B) shows a side surface, respectively. 形態1の制震装置を組み付けたフレームの正面図である。It is a front view of the flame | frame which assembled | attached the damping device of form 1. 形態2の制震装置の説明図で、(A)が正面、(B)が側面をそれぞれ示す。It is explanatory drawing of the damping device of form 2, (A) shows a front, (B) shows a side surface, respectively. 形態3の制震装置の説明図で、(A)が正面、(B)が側面をそれぞれ示す。It is explanatory drawing of the damping device of form 3, (A) shows a front, (B) shows a side, respectively.

以下、本発明の実施の形態を図面に基づいて説明する。
[形態1]
図1は、制震装置の一例を示す説明図である。この制震装置1は、一対のプレート2,2(第1、第2のプレート)と、両プレート2,2間に介在される粘弾性体3と、各プレート2に連結される座屈防止体としての座屈防止板4とを備えてなる。
まず、プレート2は、正面視が矩形状で、鉛直方向の基端部5と、その基端部5から折曲して傾斜する傾斜部6と、その傾斜部6から折曲して基端部5と平行に延びる先端部7とからなり、一方のプレート2を基端部5を上側、他方のプレート2を基端部5を下側にして、先端部7,7同士が厚み方向で互いに所定間隔をおいて重合するように配置されている。この先端部7,7の間に、粘弾性体3が、先端部7とのそれぞれの対向面同士を接着した状態で介在されている。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
[Form 1]
FIG. 1 is an explanatory diagram illustrating an example of a vibration control device. The vibration control device 1 includes a pair of plates 2 and 2 (first and second plates), a viscoelastic body 3 interposed between the plates 2 and 2, and buckling prevention connected to each plate 2. It comprises a buckling prevention plate 4 as a body.
First, the plate 2 has a rectangular shape in front view, a base end portion 5 in the vertical direction, an inclined portion 6 that bends and inclines from the base end portion 5, and a base end that is bent from the inclined portion 6. A distal end portion 7 extending in parallel with the portion 5, with one plate 2 having the proximal end portion 5 on the upper side and the other plate 2 having the proximal end portion 5 on the lower side, and the distal end portions 7 and 7 in the thickness direction. It arrange | positions so that it may superpose at predetermined intervals mutually. The viscoelastic body 3 is interposed between the tip portions 7 and 7 in a state where the opposing surfaces of the tip portion 7 are bonded to each other.

そして、座屈防止板4は、正面視が矩形状で、上下方向の長さはプレート2よりも短くなっている。この座屈防止板4は、プレート2の基端部5と平行な取付部8と、その取付部8から折曲してプレート2の傾斜部6と対称に傾斜する中間部9と、その中間部9から折曲して取付部8と平行に延びる拘束部10とからなる。取付部8は、プレート2の基端部5との間で横断面T字状の取付金具12を挟持した状態で、左右方向に並んだ3本の高力ボルト11,11・・で基端部5に連結可能となっている。よって、取付部8は、取付金具12の厚み分だけ基端部5から離れた状態で基端部5と平行に連結される。この状態で各座屈防止板4の拘束部10は、反対側のプレート2の先端部7にそれぞれ外側から近接し、厚み方向でオーバーラップするものとなる。   The buckling prevention plate 4 is rectangular when viewed from the front, and the length in the vertical direction is shorter than that of the plate 2. The buckling prevention plate 4 includes a mounting portion 8 parallel to the base end portion 5 of the plate 2, an intermediate portion 9 bent from the mounting portion 8 and inclined symmetrically with the inclined portion 6 of the plate 2, It comprises a restraining portion 10 that is bent from the portion 9 and extends in parallel with the mounting portion 8. The mounting portion 8 has a base end formed by three high-strength bolts 11, 11... Aligned in the left-right direction with a mounting bracket 12 having a T-shaped cross section sandwiched between the base end portion 5 of the plate 2 It can be connected to the part 5. Therefore, the attachment portion 8 is connected in parallel with the base end portion 5 in a state of being separated from the base end portion 5 by the thickness of the attachment fitting 12. In this state, the restraining portion 10 of each buckling prevention plate 4 comes close to the tip portion 7 of the opposite plate 2 from the outside and overlaps in the thickness direction.

以上の如く構成された制震装置1は、図2に示すフレーム20内に設置される。このフレーム20は、上下一対の横架材21,21と、その横架材21,21の端部間を接続する鉛直方向の柱材22,22とから形成されている。制震装置1は、上下の取付金具12,12と、横架材21と柱材22との左右の仕口部との間に架設される一対の傾斜材23,23によって、フレーム20の中央においてフレーム面と平行に支持されている。24は、傾斜材23,23間に水平に架設される補強材である。   The vibration control device 1 configured as described above is installed in a frame 20 shown in FIG. The frame 20 is formed of a pair of upper and lower horizontal members 21 and 21 and vertical column members 22 and 22 connecting the ends of the horizontal members 21 and 21. The vibration control device 1 includes a pair of inclined members 23, 23 installed between the upper and lower mounting brackets 12, 12 and the left and right joints of the horizontal member 21 and the column member 22. Is supported in parallel with the frame surface. Reference numeral 24 denotes a reinforcing material installed horizontally between the inclined members 23 and 23.

よって、この制震装置1においては、地震等によって加振されてフレーム20が水平方向に変位すると、上下の横架材21,21が相反方向で水平に変位し、傾斜材23,23及び取付金具12を介して横架材21,21と一体となる上下のプレート2,2も同様に相反方向で水平に変位する。これにより、粘弾性体3がせん断変形して減衰作用を生じさせることになる。
このとき、座屈防止板4は、自身が連結される側のプレート2と一体に変位し、反対側のプレート2に対しては、その外側に近接した状態で水平方向に相対変位する。よって、反対側のプレート2が面外へ座屈しようとしても、座屈防止板4の拘束部10によって座屈が規制されることになる。
Therefore, in this vibration control device 1, when the frame 20 is displaced in the horizontal direction by being vibrated by an earthquake or the like, the upper and lower horizontal members 21, 21 are displaced in the opposite direction horizontally, and the inclined members 23, 23 and the attachments are attached. Similarly, the upper and lower plates 2, 2 integrated with the horizontal members 21, 21 via the metal fitting 12 are also horizontally displaced in the opposite direction. As a result, the viscoelastic body 3 undergoes shear deformation to cause a damping action.
At this time, the buckling prevention plate 4 is displaced integrally with the plate 2 on the side to which the buckling prevention plate 4 is connected, and is relatively displaced in the horizontal direction with respect to the opposite plate 2 in a state of being close to the outside. Therefore, even if the opposite plate 2 tries to buckle out of the plane, the buckling is restricted by the restraining portion 10 of the buckling prevention plate 4.

このように、上記形態1の制震装置1によれば、各プレート2における横架材21へ固定される端部側に、端部が相手側のプレート2の厚み方向の外側に位置して当該プレート2の厚み方向の外側への移動を規制する座屈防止板4をそれぞれ設けたことで、プレート2,2の座屈を防止して粘弾性体3に確実に振動を入力させ、好適な減衰性能を得ることができる。   Thus, according to the vibration damping device 1 of the first aspect, the end portion is located on the outer side in the thickness direction of the counterpart plate 2 on the end portion side fixed to the horizontal member 21 in each plate 2. Providing the buckling prevention plate 4 for restricting the movement of the plate 2 in the thickness direction outwardly, preventing the buckling of the plates 2 and 2 and allowing the viscoelastic body 3 to reliably input vibrations. Attenuation performance can be obtained.

次に、本発明の他の形態を説明する。但し、形態1と同じ構成部には同じ符号を付して重複する説明は省略する。
[形態2]
図3に示す制震装置1Aにおいては、座屈防止板4の拘束部10とプレート2の先端部7との間に滑り板13が設けられている点で形態1と相違する。この滑り板13は合成樹脂製で、拘束部10との互いの対向面同士が接着されて、先端部7に対して摺動可能となっている。
よって、フレーム20が水平方向に変位してプレート2と座屈防止板4とが相反方向へ変位した際には、拘束部10側の滑り板13が先端部7に対して常に摺動しながらプレート2の座屈を防止することになる。
Next, another embodiment of the present invention will be described. However, the same components as those in the first embodiment are denoted by the same reference numerals and redundant description is omitted.
[Form 2]
3 is different from Embodiment 1 in that a sliding plate 13 is provided between the restraining portion 10 of the buckling prevention plate 4 and the tip portion 7 of the plate 2. The sliding plate 13 is made of synthetic resin, and the opposing surfaces of the restraining portion 10 are bonded to each other so that the sliding plate 13 can slide with respect to the distal end portion 7.
Therefore, when the frame 20 is displaced in the horizontal direction and the plate 2 and the buckling prevention plate 4 are displaced in the opposite direction, the sliding plate 13 on the restraining portion 10 side always slides with respect to the tip portion 7. The buckling of the plate 2 is prevented.

このように、上記形態2の制震装置1Aにおいても、プレート2の座屈を防止して粘弾性体3に確実に振動を入力させ、好適な減衰性能を得ることができる。特にここでは、座屈防止板4における相手側のプレート2との対向面に、他方の対向面と当接する滑り板13を取り付けたことで、プレート2に滑り板13が常に当接するため、プレート2の座屈防止効果の向上が期待できる。
なお、上記形態2では、滑り板を拘束部に接着しているが、先端部に接着してもよい。また、滑り板は合成樹脂に限らず、弾性体や金属で形成することもできる。
Thus, also in the vibration damping device 1A of the above-described form 2, it is possible to prevent the buckling of the plate 2 and to input vibrations to the viscoelastic body 3 with certainty, thereby obtaining suitable damping performance. In particular, here, since the sliding plate 13 that is in contact with the other opposing surface is attached to the surface of the buckling prevention plate 4 that faces the mating plate 2, the sliding plate 13 always contacts the plate 2. 2 can be expected to improve the buckling prevention effect.
In the second aspect, the sliding plate is bonded to the restraining portion, but may be bonded to the tip portion. Further, the sliding plate is not limited to a synthetic resin, and can be formed of an elastic body or a metal.

[形態3]
図4に示す制震装置1Bにおいては、粘弾性体3を避けた位置で座屈防止板4の拘束部10の外側からボルト14を直交状に貫通させ、そのままプレート2の先端部7も貫通させて先端部7の外側でナット15を緊締している点で形態1,2と相違する。このボルト14及びナット15は、上下の座屈防止板4においてそれぞれ左右一対ずつ配置されるもので、ボルト14及びナット15は、拘束部10と先端部7との間隔の拡がりを規制する規制手段となる。
よって、フレーム20が水平方向に変位してプレート2と座屈防止板4とが相反方向へ変位した際には、ボルト14及びナット15によってプレート2との間隔が固定される拘束部10がプレート2の座屈を防止することになる。
[Form 3]
In the vibration control device 1B shown in FIG. 4, the bolt 14 is passed through from the outside of the restraining portion 10 of the buckling prevention plate 4 at a position avoiding the viscoelastic body 3, and the tip portion 7 of the plate 2 is also passed through as it is. Thus, the second embodiment is different from the first and second embodiments in that the nut 15 is tightened outside the distal end portion 7. The bolts 14 and the nuts 15 are arranged in pairs on the upper and lower buckling prevention plates 4, and the bolts 14 and the nuts 15 are restricting means for restricting an increase in the distance between the restraining part 10 and the tip part 7. It becomes.
Therefore, when the frame 20 is displaced in the horizontal direction and the plate 2 and the buckling prevention plate 4 are displaced in the opposite direction, the restraining portion 10 whose distance from the plate 2 is fixed by the bolt 14 and the nut 15 is the plate. 2 buckling is prevented.

このように、上記形態3の制震装置1Bにおいても、プレート2の座屈を防止して粘弾性体3に確実に振動を入力させ、好適な減衰性能を得ることができる。特にここでは、座屈防止板4とその座屈防止板4が設けられるプレート2との間に、座屈防止板4と当該プレート2との間隔の拡がりを規制する規制手段(ボルト14及びナット15)を設けたことで、プレート2に対する座屈防止板4の適正な位置が維持され、座屈防止の信頼性が高まる。   As described above, also in the vibration damping device 1B according to the third aspect, it is possible to prevent buckling of the plate 2 and reliably input vibration to the viscoelastic body 3 to obtain suitable damping performance. In particular, here, a regulating means (a bolt 14 and a nut for regulating the expansion of the gap between the buckling prevention plate 4 and the plate 2 between the buckling prevention plate 4 and the plate 2 on which the buckling prevention plate 4 is provided. By providing 15), the proper position of the buckling prevention plate 4 with respect to the plate 2 is maintained, and the reliability of buckling prevention is enhanced.

なお、規制手段としてはボルト及びナットに限らず、プレート又は座屈防止板の何れか一方の側縁に固定され、先端が他方の側縁に係止するL字状の係止板を採用する等、適宜設計変更可能である。   The restricting means is not limited to bolts and nuts, and an L-shaped locking plate that is fixed to one side edge of the plate or the buckling prevention plate and whose tip is locked to the other side edge is employed. The design can be changed as appropriate.

そして、各形態に共通して、座屈防止板はプレートと同じ幅とする必要はなく、座屈防止が可能であればプレートよりも幅狭或いは幅広としても差し支えない。また、1つに限らず複数に分割することもできる。プレートへのオーバーラップ量も適宜変更可能である。
さらに、上記形態では座屈防止板を高力ボルトでプレートへ連結しているが、溶接等によってプレートへ直接連結してもよい。
In common with each embodiment, the buckling prevention plate does not need to have the same width as the plate, and may be narrower or wider than the plate as long as buckling can be prevented. Moreover, it can also divide | segment into not only one but multiple. The amount of overlap with the plate can also be changed as appropriate.
Further, in the above embodiment, the buckling prevention plate is connected to the plate with a high-strength bolt, but may be directly connected to the plate by welding or the like.

1,1A,1B・・制震装置、2・・プレート、3・・粘弾性体、4・・座屈防止板、5・・基端部、6・・傾斜部、7・・先端部、8・・取付部、9・・中間部、10・・拘束部、12・・取付金具、13・・滑り板、14・・ボルト、15・・ナット、20・・フレーム、21・・横架材、22・・柱材、23・・傾斜材。   1, 1A, 1B ... Damping device, 2. Plate, 3. Viscoelastic body, 4. Buckling prevention plate, 5. Base end part, 6 .... Inclined part, 7 .... Tip part, 8 .... Mounting part, 9 .... Intermediate part, 10 .... Restraining part, 12 .... Mounting bracket, 13 .... Sliding plate, 14 .... Bolt, 15 .... Nut, 20 .... Frame, 21 ... Material, 22 ... pillar material, 23 ... inclined material.

Claims (3)

フレーム内で当該フレームを形成する一方の横架材側に固定され、前記フレーム面と平行な第1のプレートと、その第1のプレートと厚み方向に所定間隔をおいて前記第1のプレートと平行に配置され、他方の横架材側に固定される第2のプレートと、前記第1のプレートと前記第2のプレートとの間に介在されて互いの対向面同士がそれぞれ接着される粘弾性体と、を含んでなる制震装置であって、
各前記プレートにおける前記横架材へ固定される固定端部側には、上下方向の長さが前記プレートよりも短く形成され、端部が相手側の前記プレートにおける前記固定端部と反対側の自由端部の厚み方向の外側に位置して当該プレートの厚み方向の外側への移動を規制する座屈防止体それぞれ設けられていることを特徴とする制震装置。
A first plate that is fixed to one horizontal member forming the frame in the frame and parallel to the frame surface; and the first plate at a predetermined interval in the thickness direction from the first plate; A second plate that is arranged in parallel and fixed to the other horizontal member side, and an adhesive that is interposed between the first plate and the second plate so that the opposing surfaces are bonded to each other. A vibration control device comprising an elastic body,
On the fixed end side fixed to the horizontal member in each plate , the length in the vertical direction is formed shorter than that of the plate, and the end portion is on the opposite side of the fixed end portion of the counterpart plate . A vibration control device, characterized in that a buckling prevention body is provided, which is located outside the free end portion in the thickness direction and restricts the movement of the plate in the thickness direction outside.
前記座屈防止体と前記相手側のプレートとの互いの対向面の何れか一方に、他方の対向面と当接する滑り板を取り付けたことを特徴とする請求項1に記載の制震装置。   The vibration control device according to claim 1, wherein a sliding plate that is in contact with the other facing surface is attached to any one of the facing surfaces of the buckling prevention body and the counterpart plate. 前記座屈防止体とその座屈防止体が設けられる前記プレートとの間に、前記座屈防止体と当該プレートとの間隔の拡がりを規制する規制手段を設けたことを特徴とする請求項1又は2に記載の制震装置。   2. A regulating means is provided between the buckling prevention body and the plate on which the buckling prevention body is provided to regulate an increase in the distance between the buckling prevention body and the plate. Or the vibration control apparatus of 2.
JP2012106105A 2012-05-07 2012-05-07 Vibration control device Active JP5968063B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2012106105A JP5968063B2 (en) 2012-05-07 2012-05-07 Vibration control device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2012106105A JP5968063B2 (en) 2012-05-07 2012-05-07 Vibration control device

Publications (2)

Publication Number Publication Date
JP2013234455A JP2013234455A (en) 2013-11-21
JP5968063B2 true JP5968063B2 (en) 2016-08-10

Family

ID=49760778

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2012106105A Active JP5968063B2 (en) 2012-05-07 2012-05-07 Vibration control device

Country Status (1)

Country Link
JP (1) JP5968063B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6297374B2 (en) * 2014-03-25 2018-03-20 住友理工株式会社 Vibration control device
JP6277301B1 (en) * 2017-04-04 2018-02-07 住友ゴム工業株式会社 Damping device and building

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06212833A (en) * 1993-01-20 1994-08-02 Nippon Steel Corp Vibration damper for building
JP2000073605A (en) * 1998-09-01 2000-03-07 Shimizu Corp Viscoelastic wall
JP4847915B2 (en) * 2007-05-09 2011-12-28 大和ハウス工業株式会社 Temperature change tracking type vibration control mechanism

Also Published As

Publication number Publication date
JP2013234455A (en) 2013-11-21

Similar Documents

Publication Publication Date Title
TWI237082B (en) A beam coupling device
JP4355673B2 (en) Building seismic control structure
JP6192961B2 (en) Vibration control device
CN104890491A (en) Vibration isolator
JP2003193699A (en) Elasto-plastic and visco-elastic braces
JP5968063B2 (en) Vibration control device
KR101790917B1 (en) Board device chassis
JP6096134B2 (en) Damper
JP3159615U (en) Displacement limiting structure for bridge equipment
JP5166956B2 (en) Vibration control device
WO2015008511A1 (en) Fender panel support structure for vehicle
JP6265676B2 (en) Steel shear wall
JP6209342B2 (en) Wall panel mounting device
JP6277234B2 (en) Damping device and building
JP6677973B2 (en) Steel structure
JP2019190077A (en) Steel beam and column-beam joint structure using steel beam
JP2014234677A (en) Brace damper
JP5753890B2 (en) Unit building
JP2012077483A (en) Reinforcing structure of joint part of wooden building
JP7487649B2 (en) Vibration control system and vibration control method
JP2015045216A (en) Building seismic control structure
JP6199773B2 (en) Elastic-plastic damper shear deformation limiting device, elastic-plastic damper and elastic-plastic damper with shear deformation limiting function
JP7479262B2 (en) Seismic dampers and seismic frame structures
JP6726864B2 (en) Buckling restraint brace for wooden structure and frame structure including the same
JP5056028B2 (en) Vehicle seat frame

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20150205

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20151113

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20151201

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20160201

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20160628

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20160705

R150 Certificate of patent or registration of utility model

Ref document number: 5968063

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250