JP2003166581A - Vibration damper apparatus - Google Patents

Vibration damper apparatus

Info

Publication number
JP2003166581A
JP2003166581A JP2001368525A JP2001368525A JP2003166581A JP 2003166581 A JP2003166581 A JP 2003166581A JP 2001368525 A JP2001368525 A JP 2001368525A JP 2001368525 A JP2001368525 A JP 2001368525A JP 2003166581 A JP2003166581 A JP 2003166581A
Authority
JP
Japan
Prior art keywords
rigid member
rigid
displacement
damper device
plate
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.)
Withdrawn
Application number
JP2001368525A
Other languages
Japanese (ja)
Inventor
Takeshi Oku
岳史 奥
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.)
Toyo Tire Corp
Original Assignee
Toyo Tire and Rubber 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 Toyo Tire and Rubber Co Ltd filed Critical Toyo Tire and Rubber Co Ltd
Priority to JP2001368525A priority Critical patent/JP2003166581A/en
Publication of JP2003166581A publication Critical patent/JP2003166581A/en
Withdrawn legal-status Critical Current

Links

Landscapes

  • Building Environments (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)
  • Fluid-Damping Devices (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To properly confirm a quality standard and also to make an accurate appraisal on performance durability in an actual use in testing new products before shipment even with a small initial investment and maintenance-free condition. <P>SOLUTION: The vibration damper apparatus comprises a viscoelastic unit 5 as an energy absorption material interposed between the opposed surfaces 1a and 2a of a scalene unequal thickness angle steel 1 for a first rigid member, and a scalene unequal thickness angle steel 2 for a second rigid member; and a displacement history recording means 27 having a stylus writing member 15 such as a scriber or the like, for recording the relative displacement history in the two-dimensional surfaces of both the steels 1 and 2 and a plate-like member 16 to be written such as a marking plate or the like, provided between the steel 1 for the first rigid member and the steel 2 for the second rigid member. <P>COPYRIGHT: (C)2003,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は制振ダンパー装置に
関する。詳しくは、ビル等の建造物に風圧や地震等によ
る層間変位力が働いたとき、その変位(振動)エネルギ
ーを吸収させて建造物の揺れ動きや振動を減衰させるよ
うに、既存あるいは新築の建造物における構造用骨組内
にブレースや方杖等として組み込んで用いられる制振ダ
ンパー装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vibration damper device. Specifically, when a layer displacement force due to wind pressure or an earthquake acts on a building or other structure, the displacement (vibration) energy is absorbed and the shaking motion or vibration of the structure is dampened. The present invention relates to a vibration damper device that is used by being incorporated as a brace, a cane or the like in the structural frame.

【0002】[0002]

【従来の技術】この種の制振ダンパー装置は、一般的に
互いに間隔を隔てて平行に配置された複数の鋼板等の第
1剛性部材と、これら複数の第1剛性部材の隣接部材間
の中間位置にそれら第1剛性部材に対し平行に配置され
た少なくとも一つの鋼板等の第2剛性部材との対向面間
にそれぞれ粘弾性体等のエネルギー吸収材を層状に介在
させてなり、地震等によって構造用骨組に層間変位力が
働いて第1剛性部材と第2剛性部材が二次元面(平面)
内で相対変位したとき、その変位エネルギーを層状のエ
ネルギー吸収材のせん断変形で吸収させることにより、
建造物の揺れ動きや振動を減衰する制振性能を発揮する
ように構成されている。
2. Description of the Related Art In general, a vibration damper device of this type is provided between a plurality of first rigid members such as steel plates which are arranged in parallel with each other at intervals and adjacent members of the plurality of first rigid members. An energy absorbing material such as a viscoelastic body is interposed in layers between the facing surfaces of the at least one second rigid member such as a steel plate and the like which are arranged in parallel to the first rigid member at the intermediate position. Due to the interlayer displacement force acting on the structural frame, the first rigid member and the second rigid member form a two-dimensional surface (plane).
When the relative displacement in the inside, the displacement energy is absorbed by the shear deformation of the layered energy absorbing material,
It is configured to exhibit damping performance that damps the shaking and vibration of a building.

【0003】ところで、上記のごとくエネルギー吸収材
のせん断変形特性を利用して制振性能を発揮する制振ダ
ンパー装置においては、一般に製品(ダンパー装置)出
荷前に、製品の品質確認を行うために、地震等により発
生されると想定されるテスト用変位力を与えて、このテ
スト用変位力に対する第1剛性部材と第2剛性部材との
相対変位量や変位動作状況等を確認し検証するといった
性能テストを行うことが重要である。また、タンパー装
置を建造物における構造用骨組内に組み込み設置した実
使用状態では、制振性能の低下度合や継続使用の可否等
の耐久性を判断するために、地震等による層間変位力が
働いた時の第1剛性部材と第2剛性部材との相対変位量
や変位動作状況等を確認し検証することが非常に重要な
事項である。
By the way, in the vibration damper device which exerts the vibration damping performance by utilizing the shear deformation characteristic of the energy absorbing material as described above, generally, in order to confirm the quality of the product (damper device) before the product is shipped. , Giving a test displacement force assumed to occur due to an earthquake, etc., and confirming and verifying the relative displacement amount and displacement operation status of the first rigid member and the second rigid member with respect to this test displacement force. Performance testing is important. In addition, in the actual use condition where the tamper device is installed in the structural frame of a building, the inter-layer displacement force due to an earthquake etc. acts to judge the degree of deterioration of vibration damping performance and durability such as continuous use. It is a very important matter to confirm and verify the relative amount of displacement between the first rigid member and the second rigid member, the displacement operation state, etc.

【0004】このような制振ダンパー装置にとって重要
事項である品質確認や性能耐久性等を判断するにあたっ
て、従来では、ダンパー装置内に、第1剛性部材と第2
剛性部材との相対変位量や変位動作状況を検出可能な電
気的な変位センサーを組み込み、このセンサーによる変
位検出信号を取り出して記録する、あるいは、画面表示
させて相対変位量や変位動作状況等を確認し検証する手
段が知られている。
In order to confirm quality confirmation and performance durability, which are important matters for such a vibration damper device, conventionally, the first rigid member and the second rigid member are provided in the damper device.
An electric displacement sensor that can detect the relative displacement amount and displacement operation status with the rigid member is installed, and the displacement detection signal from this sensor is extracted and recorded, or the relative displacement amount and displacement operation status are displayed on the screen. Means for confirming and verifying are known.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、上記の
ごとくダンパー装置内に電気的な変位センサーを組み込
むものでは、センサー本体のほかに、信号線や変位記録
あるいは表示装置等の付帯設備が必要であることから、
大きな初期投資を要するだけでなく、センサーが正常な
動作状態に保たれているか否か、あるいは、電源電池の
消耗具合の確認等のメンテナンスにも多大な手間及びコ
ストを要する。また、電源を確保できる出荷前の性能テ
ストには問題がないとしても、実使用状態で非常に頻度
の低い地震等の発生時にはライフライン(商用電源)の
切断や電源電池切れで変位センサーが正常に動作しない
可能性があり、最も知りたい時に装置の性能耐久性を確
認し検証することが不能となる可能性を有しているとい
う問題があった。
However, in the case where the electric displacement sensor is incorporated in the damper device as described above, in addition to the sensor main body, ancillary equipment such as a signal line, a displacement recording device or a display device is required. From that,
Not only a large initial investment is required, but also a great deal of labor and cost are required for maintenance such as checking whether the sensor is kept in a normal operating state or checking the power consumption of the power supply battery. In addition, even if there is no problem in the performance test before shipping that can secure the power supply, the displacement sensor is normal due to disconnection of the lifeline (commercial power supply) or power supply battery when an extremely low frequency earthquake occurs in actual use. There is a problem in that it may not work, and there is a possibility that it will be impossible to confirm and verify the performance durability of the device at the most desired time.

【0006】本発明は上記のような実情に鑑みてなされ
たもので、初期投資が小さく、かつ、メンテナンスも不
要でありながら、製品出荷前の性能テスト時における品
質確認の目安及び実使用状態での性能耐久性等の判断を
適確に行うことができる制振ダンパー装置を提供するこ
とを目的としている。
The present invention has been made in view of the above-mentioned circumstances, and the initial investment is small and maintenance is not required, but the standard of quality confirmation at the time of performance test before product shipment and the actual use state are required. It is an object of the present invention to provide a vibration damper device that can accurately determine the performance durability of the.

【0007】[0007]

【課題を解決するための手段】上記目的を達成するため
に、本発明に係る制振ダンパー装置は、第1剛性部材と
この第1剛性部材に対して平行状に配置された第2剛性
部材との間に、この第1及び第2剛性部材の二次元面内
での相対変位時のエネルギーを吸収可能なエネルギー吸
収材を介在させてなる制振ダンパー装置において、二次
元面内で相対変位する第1及び第2剛性部材間に、両者
の相対変位履歴を物理的に記録する変位履歴記録手段が
設けられていることを特徴とするものである。
In order to achieve the above object, a vibration damping device according to the present invention is provided with a first rigid member and a second rigid member arranged in parallel with the first rigid member. In the vibration damper device in which an energy absorbing material capable of absorbing energy during relative displacement of the first and second rigid members in the two-dimensional plane is interposed between the first and second rigid members, the relative displacement in the two-dimensional plane Displacement history recording means for physically recording the relative displacement history of the first and second rigid members is provided.

【0008】上記構成の本発明によれば、製品出荷前に
行われる性能テスト時及び実使用状態で地震等の発生に
伴い層間変位力が働いた時のいずれにおいても、二次元
面内で相対変位する第1剛性部材と第2剛性部材との相
対変位履歴を物理的な変位履歴記録手段で記録させるこ
とによって、初期投資及びメンテナンスを要する電気的
な変位センサーを組み込む場合に比べて、装置全体のコ
ストダウン及びメンテナンスフリーを可能としつつ、物
理的な記録変位履歴から出荷製品の性能テスト結果、す
なわち、品質確認を判断する1つの目安とすることが可
能であるとともに、実使用状態での地震等に伴う相対変
位量や変位動作状況等を確認検証して性能耐久性等を常
に確実に判断することが可能である。
According to the present invention having the above-described structure, the relative displacement in the two-dimensional plane is obtained both during the performance test performed before the product is shipped and when the interlayer displacement force is applied due to the occurrence of an earthquake or the like in the actual use state. By recording the relative displacement history between the displacing first rigid member and second rigid member with a physical displacement history recording means, the entire device can be compared with the case where an electrical displacement sensor that requires initial investment and maintenance is incorporated. While it is possible to reduce the cost and maintenance-free, it is possible to use it as a standard for judging the performance test result of the shipped product, that is, the quality confirmation from the physical record displacement history, and it is also possible to use it as an earthquake in the actual use condition. It is possible to confirm and verify the relative displacement amount and the displacement operation status, etc., and always judge the performance durability and the like.

【0009】特に、上記構成の制振ダンパー装置におけ
る変位記録手段として、請求項3に記載のように、相対
変位する第1及び第2剛性部材の一方に取り付けられた
硬質材料製針状筆記部材、例えばケガキ針あるいは鉄筆
等と、この針状筆記部材に対応させて他方に取り付けら
れた板状被筆記部材、例えばケガキ板あるいはヤスリ板
及び原紙等とにより構成されたものを使用することによ
り、実使用状態で発生頻度の非常に少ない地震等に伴う
層間変位力の作用時であっても、電気的な変位センサー
はもちろん、インク等の消耗材料を用いた筆記式記録に
比べても変位履歴を逸失することなく確実に記録(マー
キングオフ)して、ダンパー装置の性能耐久性等を的確
に判断することができる。
In particular, as a displacement recording means in the vibration damper device having the above-mentioned structure, as described in claim 3, a needle-shaped writing member made of a hard material attached to one of the first and second rigid members which are relatively displaced. , For example, by using a scribing needle or an iron brush and the like, and a plate-shaped writing member attached to the other corresponding to this needle-shaped writing member, such as a scribing plate or a file plate and a base paper, Even when an interlayer displacement force is applied due to an earthquake, which is extremely rare in actual use, the displacement history is greater than that of an electric displacement sensor and handwritten recording using consumable materials such as ink. It is possible to accurately record (mark off) without losing the performance, and to accurately judge the performance durability and the like of the damper device.

【0010】また、変位履歴記録手段として、ケガキ針
あるいは鉄筆等の硬質材料製針状筆記部材と、ケガキ板
あるいはヤスリ板及び原紙等の板状被筆記部材とを用い
るものにおいて、請求項4に記載のように、針状筆記部
材及び板状被筆記部材の少なくとも一方と第1及び第2
剛性部材の少なくとも一方との間に、針状筆記部材の先
端と板状被筆記部材の筆記面との接触状態を弾性維持す
る弾性体を介在させる構成を採用することによって、該
制振ダンパー装置を構成する第1剛性部材と第2剛性部
材とが主たる方向の二次元面内で相対変位する際、その
相対変位面に対して交差する方向の変位力が働いたとし
ても、その変位力を弾性体で吸収させて針状筆記部材の
先端と板状被筆記部材の筆記面とをほぼ一定圧の接触状
態に保ち、筆記部材の破損や記録ミスの発生等を招くこ
となく、主たる方向の変位履歴を確実に記録することが
できる。
Further, as the displacement history recording means, a needle-shaped writing member made of a hard material such as a scribing needle or an iron brush and a plate-shaped writing member such as a scribing plate or a file plate and a base paper are used. As described above, at least one of the needle-shaped writing member and the plate-shaped writing member, and the first and second
By adopting a structure in which an elastic body that elastically maintains the contact state between the tip of the needle-shaped writing member and the writing surface of the plate-shaped writing member is interposed between at least one of the rigid members, the vibration damping damper device. When the first rigid member and the second rigid member constituting the above are relatively displaced in a two-dimensional plane in the main direction, even if a displacement force in a direction intersecting the relative displacement surface acts, the displacement force is The tip of the needle-shaped writing member and the writing surface of the plate-shaped writing member are kept in contact with each other with a substantially constant pressure by being absorbed by an elastic body, without causing damage to the writing member or occurrence of recording error, etc. The displacement history can be reliably recorded.

【0011】なお、本発明に係る制振ダンパー装置にお
けるエネルギー吸収材としては、粘弾性体、熱可塑性エ
ラストマーの他に、ウレタンアスファルト系ゴム等の弾
性体や高減衰ゴムを用いてもよい。
As the energy absorbing material in the vibration damper device according to the present invention, an elastic body such as urethane asphalt rubber or a high damping rubber may be used in addition to the viscoelastic body and the thermoplastic elastomer.

【0012】[0012]

【発明の実施の形態】以下、本発明の実施の形態を図面
にもとづいて説明する。図1は本発明に係るブレースタ
イプの積層型制振ダンパー装置の第1実施例を示す全体
側面図であり、この積層型制振ダンパー装置10は、第
1剛性部材用の三つの不等辺不等厚山形鋼1…と、これ
ら不等辺不等厚山形鋼1…と同一の断面形状、断面寸法
を有する第2剛性部材用の二つの不等辺不等厚山形鋼
2,2とを、図2に明示するように、それらの長辺面部
1a…及び2a,2aが互いに一定の間隔を隔てて平行
状態に位置し、かつ、それらの短辺面部1b…及び2
b,2bが互いに異なる方向に延在される姿勢に配置し
て構成されている。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is an overall side view showing a first embodiment of a brace type laminated type vibration damping damper device according to the present invention. This laminated type vibration damping damper device 10 has three unequal sides for a first rigid member. FIG. 2 is a plan view showing two equal-height angle steels 2 and 2 for the second rigid member, which have the same cross-sectional shape and cross-sectional dimension as those of the non-equal-thickness angle steels 1 ... 2, the long side face portions 1a ... And 2a, 2a are positioned in parallel with each other at a constant interval, and the short side face portions 1b.
b and 2b are arranged so as to extend in different directions.

【0013】上記第1剛性部材用の三つの不等辺不等厚
山形鋼1…は、それらの長辺面部1a…同士が所定間隔
に保持されるように、それらの短辺面部1b…同士をダ
ンパー幅方向で当接させてそれら当接する短辺面部1
b,1b…間をボルト・ナット3…で締付け固定するこ
とで相互に固定連結されている一方、第2剛性部材用の
二つの不等辺不等厚山形鋼2,2も、それらの長辺面部
2a,2a同士が所定間隔に保持されるように、それら
の短辺面部2b,2b同士をダンパー幅方向で当接させ
てそれら当接短辺面部2b,2b間をボルト・ナット4
で締付け固定することで相互に固定連結されている。
The three unequal side unequal thick angle steels 1 for the first rigid member have their short side face portions 1b ... so that their long side face portions 1a. The short side surface portion 1 which is abutted in the damper width direction and abutted on them
b, 1b ... are fixedly connected to each other by tightening and fixing them with bolts / nuts 3 ..., while the two unequal sides and unequal thick angle steels 2 and 2 for the second rigid member also have their long sides. The short side surface portions 2b, 2b are brought into contact with each other in the damper width direction so that the surface portions 2a, 2a are held at a predetermined interval, and the bolts and nuts 4 are provided between the contacting short side surface portions 2b, 2b.
They are fixedly connected to each other by fastening with.

【0014】上記第1剛性部材用の各不等辺不等厚山形
鋼1…の長辺面部1a…とこれに平行な第2剛性部材用
の各不等辺不等厚山形鋼2,2の長辺面部2a,2aと
の対向面間にはそれぞれ、図2に示すように、エネルギ
ー吸収材の一例となる粘弾性体5…が層状に挟在されて
いるとともに、これら粘弾性体5…のダンパー幅方向の
両端側で上記不等辺不等厚山形鋼1…の長辺面部1a…
と不等辺不等厚山形鋼2,2の長辺面部2a,2a同士
の対向面間には、粘弾性体5…の肉厚を保持する間隔維
持部材6…が介在されている。これら間隔維持部材6…
としては、焼付け防止処理が施された鋼製部材もしくは
MCナイロン等の低摩擦部材が使用されているが、鋼球
等を用いてもよい。
The long side face portions 1a of the unequal side unequal thickness angle steels 1 for the first rigid member and the lengths of the unequal side unequal thickness angle steels 2, 2 for the second rigid member parallel to the long side surface portions 1a. As shown in FIG. 2, a viscoelastic body 5, which is an example of an energy absorbing material, is sandwiched between the facing surfaces of the side surface portions 2a, 2a, and the viscoelastic bodies 5 ... The long side surface portion 1a of the unequal thickness unequal thick angle steel 1 ... at both ends in the damper width direction.
Space maintaining members 6 that maintain the wall thickness of the viscoelastic body 5 are interposed between the facing surfaces of the long side surface portions 2a of the unequal side unequal thick angle steels 2 and 2. These spacing maintaining members 6 ...
As the material, a steel member or a low-friction member such as MC nylon which has been subjected to a seizure prevention treatment is used, but a steel ball or the like may be used.

【0015】上記第1剛性部材用の三つの不等辺不等厚
山形鋼1…のうち、最上位の不等辺不等厚山形鋼1の長
辺面部1aのダンパー幅方向一端部には、その先端先鋭
部を下向きにして、例えば鋼材やダイヤモンド等の低摩
耗硬質材料からなるケガキ針あるいは鉄筆等の針状筆記
部材15が取り付けられているとともに、第2剛性部材
用の二つの不等辺不等厚山形鋼2,2のうち、上位の不
等辺不等厚山形鋼2の長辺面部2aのダンパー幅方向一
端部には、上記針状筆記部材15の先端先鋭部が接触す
る状態で、例えばアルミニウムやプラスチック等の傷が
付きやすい素材からなるケガキ板あるいはヤスリ板及び
原紙等の板状被筆記部材16が固定されており、これら
針状筆記部材15と板状被筆記部材16とにより第1剛
性部材用の不等辺不等厚山形鋼1…と第2剛性部材用の
不等辺不等厚山形鋼2,2との二次元面内での相対変位
履歴を物理的に記録する変位履歴記録手段17が構成さ
れている。
Of the three unequal side unequal-thickness angle steels 1 for the first rigid member, the damper width direction one end portion of the long side surface portion 1a of the highest unequal side unequal-thickness angle steel 1 is provided. With a sharpened tip facing downward, a scribing needle made of a low-wear hard material such as steel or diamond or a needle-like writing member 15 such as an iron brush is attached, and two unequal sides for the second rigid member are unequal. Of the thick angle steels 2 and 2, one end of the long side surface portion 2a of the uneven unequal thickness angle steel 2 in the damper width direction is in contact with the sharp tip of the needle-shaped writing member 15, for example, A plate-shaped writing member 16 such as a scribing plate or a file plate and a base paper made of a material such as aluminum or plastic which is easily scratched is fixed. Unequal side for rigid members Displacement history recording means 17 is configured to physically record a relative displacement history in the two-dimensional plane between the equi-thickness angle steels 1 ... and the unequal side unequal thickness angle angle steels 2 and 2 for the second rigid member. .

【0016】なお、上記積層型制振ダンパー装置10の
長手方向の一端部側には、第1剛性部材用の三つの不等
辺不等厚山形鋼1…のうち、ダンパー厚み方向の中間に
位置する一つの不等辺不等厚山形鋼1のみを制振作用領
域Lよりもダンパー長手方向の外方へ延出させて、建造
物における構造用骨組の四隅部に固着されたガゼットプ
レートの一つにボルト接合可能なボルト孔7…を有する
接合部10Aが形成されている。また、制振ダンパー装
置10の長手方向の他端部側には、図3に明示するよう
に、第2剛性部材用の二つの不等辺不等厚山形鋼2,2
の端部で制振作用領域Lよりもダンパー長手方向の外方
へ突出する部分2c,2cをダンパー厚み方向中間側に
折曲げて相互に重ね合わせるとともに、その重ね合わせ
部分2c,2cに別の短い不等辺不等厚山形鋼8をさら
に重ね合わせ固定し、その重ね合わせ固定した短い不等
辺不等厚山形鋼8のみをダンパー長手方向の外方へ延出
させて、上記ガゼットプレートの他の一つにボルト接合
可能なボルト孔9…を有する接合部10Bが形成されて
いる。
At the one end side in the longitudinal direction of the laminated vibration damper device 10, one of the three unequal-thickness non-equal thick angle steels 1 for the first rigid member is located in the middle of the damper thickness direction. One of the gusset plates fixed to the four corners of the structural frame in the building by extending only one non-equal unequal thick angle steel 1 to the outside of the damping action area L in the damper longitudinal direction. A joining portion 10A having bolt holes 7 capable of being joined by bolts is formed. On the other end side in the longitudinal direction of the vibration damper device 10, as shown in FIG. 3, two unequal side unequal thick angle steels 2 and 2 for the second rigid member are provided.
The portions 2c, 2c projecting outward in the longitudinal direction of the damper from the end portions of the dampers are bent toward the middle side in the damper thickness direction and overlapped with each other, and the overlapping portions 2c, 2c are separated from each other. Short unequal side unequal thick angle steels 8 are further overlapped and fixed, and only the short unequal side unequal thick angle steels 8 that are overlapped and fixed are extended to the outside in the damper longitudinal direction, and the other gusset plate A joint portion 10B having bolt holes 9 ... Which can be bolt-joined is formed.

【0017】上記のように構成されたブレースタイプの
積層型制振ダンパー装置10は、図4に示すように、ダ
ンパー長手方向両端の接合部10A,10Bを、建造物
における鉄骨柱11と鉄骨梁12とからなる構造用骨組
13の対角線方向に位置するガゼットプレート14,1
4にそれぞれボルト接合することで、構造用骨組13の
耐震補強用のブレースあるいは耐震補強用の方杖として
用いられる。そして、このような使用態様で、建造物に
風圧や地震等による層間変位力が働いて構造用骨組13
の鉄骨柱11と鉄骨梁12間に相対変位を生じたとき、
制振ダンパー装置10の不等辺不等厚山形鋼1…と2,
2がダンパー長手方向に相対的に摺動変位して、その変
位エネルギーが粘弾性体5…のせん断変形によって吸収
されることになり、建造物の揺れ動きや振動を減衰する
といった制振性能を発揮することになる。
As shown in FIG. 4, the brace type laminated vibration damper device 10 having the above-described structure has joints 10A and 10B at both ends in the longitudinal direction of the damper, a steel column 11 and a steel beam in a building. Gazette plates 14, 1 located in a diagonal direction of a structural frame 13 composed of 12 and
By bolting to each of the structural frames 13, the structural frame 13 is used as a brace for seismic reinforcement or a cane for seismic reinforcement. Then, in such a use mode, the interlayer displacement force due to wind pressure, earthquake, or the like acts on the building to cause the structural frame 13
When a relative displacement occurs between the steel column 11 and the steel beam 12 of
Vibration damping damper device 10 unequal side unequal thick angle steel 1 ... and 2,
2 is relatively slidably displaced in the longitudinal direction of the damper, and the displacement energy is absorbed by the shear deformation of the viscoelastic body 5 ..., thereby exhibiting vibration damping performance such as damping the shaking motion and vibration of the building Will be done.

【0018】このような制振性能を発揮する積層型制振
ダンパー装置10において、第1剛性部材用の不等辺不
等厚山形鋼1…と第2剛性部材用の不等辺不等厚山形鋼
2,2との二次元面内での相対変位に伴い針状筆記部材
15と板状被筆記部材16も同様に相対変位して、その
変位軌跡の履歴が被筆記部材16の筆記面上に記録され
ることになり、この被筆記部材16の筆記面上に記録さ
れた変位軌跡履歴を確認し検証することによって、該制
振ダンパー装置10の制振性能の低下度合や継続使用の
可否等の性能耐久性を的確に判断することが可能であ
る。また、制振ダンパー装置10を製品として出荷する
前の性能テスト時にも、第1剛性部材用の不等辺不等厚
山形鋼1…と第2剛性部材用の不等辺不等厚山形鋼2,
2との二次元面内での相対変位軌跡の履歴を被筆記部材
16の筆記面上に記録させ、それを確認し検証すること
によって、該制振ダンパー装置10の品質確認の目安と
することが可能である。
In the laminated type vibration damper device 10 exhibiting such vibration damping performance, the unequal side unequal thick angle steels 1 for the first rigid member and the unequal side unequal thick angle steels for the second rigid member are provided. The needle-shaped writing member 15 and the plate-shaped writing member 16 are also relatively displaced in accordance with the relative displacement in the two-dimensional plane of 2, 2 and the history of the displacement locus is on the writing surface of the writing member 16. By recording and verifying the displacement locus history recorded on the writing surface of the writing member 16, the degree of deterioration of the damping performance of the damping damper device 10 and the possibility of continuous use, etc. are recorded. It is possible to accurately judge the performance durability of. Further, even during the performance test before the damping damper device 10 is shipped as a product, the unequal side unequal thick angle steel 1 for the first rigid member and the unequal side unequal thick angle steel 2 for the second rigid member 2,
By recording the history of the relative displacement locus in the two-dimensional plane with 2 on the writing surface of the writing member 16, and confirming and verifying it, it can be used as a standard for confirming the quality of the vibration damper device 10. Is possible.

【0019】また、第1実施例に示した制振ダンパー装
置10においては、ダンパー用第1及び第2剛性部材の
全てに不等辺不等厚山形鋼1…,2,2が使用されてい
るので、該制振ダンパー装置10の実使用状態で多大な
引張り力や圧縮力を負担したとしても、各剛性部材が座
屈変形したり、曲がり変形したりすることのない高い座
屈強度を発揮し、粘弾性体5…に過度の圧縮や曲げ、ね
じれ等のせん断以外の変形力を加えることがないので、
粘弾性体5…が本来有するエネルギー吸収性能の低下が
少なく、所期の制振性能を長期間に亘り安定よく維持す
ることが可能である。
Further, in the vibration damper device 10 shown in the first embodiment, the unequal thickness unequal thick angle steels 1 ..., 2, 2 are used for all of the first and second rigid members for the damper. Therefore, even if a large tensile force or compressive force is applied in the actual use state of the vibration damper device 10, each of the rigid members exhibits high buckling strength without buckling deformation or bending deformation. However, since the viscoelastic bodies 5 are not subjected to excessive compression, bending, twisting or other deformation force other than shearing,
The energy absorption performance originally possessed by the viscoelastic bodies 5 ... Is little reduced, and the desired vibration damping performance can be stably maintained over a long period of time.

【0020】さらに、相対的に摺動変位する不等辺不等
厚山形鋼1…と2,2との間には間隔維持部材6…が介
在されており、これら間隔維持部材6…によって摩擦抵
抗力を発生させ、この摩擦抵抗による減衰作用の働きに
よって変位エネルギーの吸収能を一段と高め制振性能の
著しい向上を図るとともに、間隔維持部材6…の存在に
より、制振ダンパー装置10の無負荷時や実負荷動作時
に粘弾性体5…に厚み方向の圧縮荷重が付加されること
があったとしても、その荷重を間隔維持部材6…で受け
止めて粘弾性体5…の層厚を層全域に亘って一定に保持
させ、これによって、粘弾性体5…の応力緩和(流れ出
し)や永久歪みの発生等を防ぎ、粘弾性体5…のエネル
ギー吸収性能を良好に保持して長期間使用後においても
所定の制振性能を最大限に発揮させることが可能であ
り、かつ、変位履歴記録手段17を構成する針状筆記部
材15の先端先鋭部と板状被筆記部材16の筆記面との
接触圧をほぼ一定に保って相対変位軌跡の履歴を常に確
実に記録させることが可能である。
Further, a distance maintaining member 6 is interposed between the unequal side unequal thick angle steels 1 and 2 which are relatively slidably displaced, and the distance maintaining member 6 causes frictional resistance. A force is generated, and the damping action of this frictional resistance further enhances the ability to absorb displacement energy to significantly improve the vibration damping performance, and the presence of the spacing maintaining members 6 ... Even if a compressive load in the thickness direction is applied to the viscoelastic body 5 during actual load operation, the load is received by the spacing maintaining member 6 ... and the layer thickness of the viscoelastic body 5 is spread over the entire layer. It is kept constant over a period of time, whereby stress relaxation (flow-out) of the viscoelastic body 5 ... Is prevented, generation of permanent strain, etc. is prevented, and the energy absorption performance of the viscoelastic body 5 ... Also has a predetermined damping performance The contact pressure between the sharp tip of the needle-shaped writing member 15 and the writing surface of the plate-shaped writing member 16 that makes up the displacement history recording means 17 can be maximized and kept relatively constant. It is possible to always reliably record the history of the displacement trajectory.

【0021】さらにまた、上記第1実施例の積層型制振
ダンパー装置10において、図2の仮想線に示すよう
に、変位履歴記録手段17を構成するケガキ針等の針状
筆記部材15を第2剛性部材2,2のうち、下位の不等
辺不等厚山形鋼2の短辺面部2bに取り付けるととも
に、ケガキ板等の板状被筆記部材16を第1剛性部材用
の三つの不等辺不等厚山形鋼1…のうち、最下位の不等
辺不等厚山形鋼1の長辺面部1aのダンパー幅方向一端
部に固定してもよく、また、図2の実線の位置と仮想線
の位置との両方に取り付けてもよい。
Further, in the laminated type vibration damping damper device 10 of the first embodiment, as shown by the phantom line in FIG. 2, the needle-like writing member 15 such as a scribing needle constituting the displacement history recording means 17 is provided as a first line. Among the two rigid members 2 and 2, while being attached to the short side surface portion 2b of the lower unequal side unequal thick angle steel 2, a plate-shaped writing member 16 such as a marking plate is attached to the three unequal sides for the first rigid member. Of the equi-thickness angle steels 1 ..., the lowest unequal side angle non-heavy angle angle steels 1 may be fixed to one end of the long side surface portion 1a of the damper width direction, and the position of the solid line in FIG. It may be attached both in position and.

【0022】図5は本発明に係るブレースタイプの積層
型制振ダンパー装置の第2実施例を示す要部の拡大縦断
面図である。この積層型制振ダンパー装置10は、第1
剛性部材となる三枚の鋼板1A…を互いに間隔を隔てて
平行に配置するとともに、第2剛性部材となる二枚の鋼
板2A,2Aを第1剛性部材用の隣接する鋼板1A,1
A…間の中間位置に平行に配置し、これら鋼板1A…と
2A,2Aとの対向面間にそれぞれ粘弾性体(もしくは
粘性流体)5…を挟在させて構成したものであり、その
他の構成は第1実施例と同一であるため、該当部分に同
一の符号を付して、それらの説明を省略する。
FIG. 5 is an enlarged vertical cross-sectional view of essential parts showing a second embodiment of a brace type laminated vibration damping device according to the present invention. This laminated vibration damping damper device 10 has a first
The three steel plates 1A, which are rigid members, are arranged in parallel at a distance from each other, and the two steel plates 2A, 2A, which are second rigid members, are adjacent steel plates 1A, 1 for the first rigid member.
It is arranged in parallel to the intermediate position between A ..., and the viscoelastic body (or viscous fluid) 5 is sandwiched between the facing surfaces of the steel plates 1A ... and 2A, 2A. Since the configuration is the same as that of the first embodiment, the corresponding parts are designated by the same reference numerals and the description thereof is omitted.

【0023】上記のような構成の第2実施例の積層型制
振ダンパー装置10においても、上記第1実施例の場合
と同様に、第1剛性部材用の一つの鋼板1Aと第2剛性
部材用の一つの鋼板2Aとの間に設けられた針状筆記部
材15と板状被筆記部材16からなる変位履歴記録手段
17によって、鋼板1A…と2A,2Aとの相対変位軌
跡の履歴が被筆記部材16の筆記面上に記録されること
になり、この被筆記部材16の筆記面上に記録された変
位軌跡履歴を確認し検証することによって、上述したと
おり、実使用時における性能耐久性の判断並びに製品出
荷前の性能テスト時における品質確認の目安となる判断
を行うことが可能である。
Also in the laminated vibration damper device 10 of the second embodiment having the above-mentioned structure, as in the case of the first embodiment, one steel plate 1A for the first rigid member and the second rigid member are used. The displacement history recording means 17 composed of the needle-shaped writing member 15 and the plate-shaped writing member 16 provided between the steel plate 1A for use with one of the steel sheets 2A for use records the history of relative displacement loci between the steel plates 1A, ..., 2A, 2A. Since it is recorded on the writing surface of the writing member 16, by confirming and verifying the displacement locus history recorded on the writing surface of the writing member 16, as described above, the performance durability in actual use It is possible to make a judgment as to the above and a judgment as a guide for quality confirmation at the time of performance test before product shipment.

【0024】図6及び図7は本発明を円筒型の制振ダン
パー装置に適用した第3実施例及び第4実施例を示す外
観側面図である。この第3実施例及び第4実施例に示す
円筒型制振ダンパー装置10とは、第1剛性部材用のピ
ストン体1Bとこのピストン体1Bを摺動変位可能に嵌
合保持する第2剛性部材用のシリンダ2Bとの間に、オ
イルや粘性体、摺動摩擦材、MR流体等のエネルギー吸
収材5を介在させることにより、ピストン体1Bとシリ
ンダ2Bとの矢印xで示す方向の相対変位時のエネルギ
ーをエネルギー吸収材5で吸収させて制振作用を発揮す
るように構成されたオイルダンパー、粘性ダンパー、摩
擦ダンパー、MR流体利用型ダンパーであって、第1剛
性部材用のピストン体1B側にケガキ針等の針状筆記部
材15を固定するとともに、第2剛性部材用のシリンダ
2Bの外面にケガキ板等の板状被筆記部材16を固定し
て変位履歴記録手段17を制振ダンパー装置10に付設
したものである。
6 and 7 are external side views showing a third embodiment and a fourth embodiment in which the present invention is applied to a cylindrical vibration damper device. The cylindrical vibration damper device 10 shown in the third and fourth embodiments is a piston body 1B for the first rigid member and a second rigid member for slidably fitting and holding the piston body 1B. By interposing an energy absorbing material 5 such as oil, a viscous material, a sliding friction material, an MR fluid, etc., between the piston body 1B and the cylinder 2B at the time of relative displacement in the direction indicated by the arrow x, An oil damper, a viscous damper, a friction damper, and an MR fluid utilization type damper configured to absorb energy by the energy absorbing material 5 to exert a vibration damping action, which is provided on the piston body 1B side for the first rigid member. While fixing the needle-shaped writing member 15 such as a scribing needle, a plate-shaped writing member 16 such as a scribing plate is fixed to the outer surface of the cylinder 2B for the second rigid member, and the displacement history recording means 17 is dampened. In which it annexed to over 10.

【0025】また、図示は省略するが、上記第3及び第
4実施例で示したような構造の円筒型制振ダンパー装置
10において、第1剛性部材用のピストン体1Bを磁石
から構成するとともに、このピストン体1Bを摺動変位
可能に嵌合保持する第2剛性部材用のシリンダ2Bを磁
性材料から構成して、両者1B,2Bの相対変位時に磁
気抵抗を与えて変位エネルギーを吸収するようにした磁
気ダンパーに適用することも可能である。
Although not shown, in the cylindrical vibration damper device 10 having the structure as shown in the third and fourth embodiments, the piston body 1B for the first rigid member is composed of a magnet. The cylinder 2B for the second rigid member, which fits and holds the piston body 1B slidably and displaceably, is made of a magnetic material so as to give a magnetic resistance and absorb the displacement energy when the two 1B and 2B are relatively displaced. It is also possible to apply it to the magnetic damper.

【0026】図8及び図9は本発明を平板型の制振ダン
パー装置に適用した第5実施例及び第6実施例を示す縦
断側面図である。この第5実施例及び第6実施例に示す
平板型制振ダンパー装置10とは、第1剛性部材用の鋼
製平板1Cとこの鋼製平板1Cを摺動変位可能に嵌合保
持する第2剛性部材用の角筒体2Cとの間に、粘性体も
しくは粘弾性体からなるエネルギー吸収材5を介在させ
ることにより、鋼製平板1Cと角筒体2Cとの矢印xで
示す方向の相対変位時のエネルギーをエネルギー吸収材
5で吸収させて制振作用を発揮するように構成されたも
のであって、第1剛性部材用の鋼製平板1C側にケガキ
針等の針状筆記部材15を固定するとともに、第2剛性
部材用の角筒体2Cの外面にケガキ板等の板状被筆記部
材16を固定して変位履歴記録手段17を制振ダンパー
装置10に付設したものである。
8 and 9 are vertical side views showing the fifth and sixth embodiments in which the present invention is applied to a flat plate type vibration damping damper device. The flat plate type vibration damper device 10 shown in the fifth and sixth embodiments is a steel plate 1C for the first rigid member and a second plate 2C for fitting and holding the steel plate 1C in a slidable manner. By interposing the energy absorbing material 5 made of a viscous body or a viscoelastic body between the rectangular tubular body 2C for the rigid member, the relative displacement of the steel flat plate 1C and the rectangular tubular body 2C in the direction indicated by the arrow x. The energy absorbing material 5 absorbs the energy at the time to exhibit a vibration damping effect, and a needle-like writing member 15 such as a scribing needle is provided on the steel flat plate 1C side for the first rigid member. In addition to being fixed, a plate-shaped writing member 16 such as a marking plate is fixed to the outer surface of the second rigid member rectangular cylinder 2C, and the displacement history recording means 17 is attached to the vibration damper device 10.

【0027】上記のように構成された第3実施例及び第
4実施例の円筒型制振ダンパー装置10並びに第5実施
例及び第6実施例の平板型制振ダンパー装置10のいず
れにおいても、上記第1実施例の場合と同様に、第1剛
性部材用のピストン体1Bまたは鋼製平板1Cと第2剛
性部材用のシリンダ2Bまたは角筒体2Cとの間に設け
られた針状筆記部材15と板状被筆記部材16からなる
変位履歴記録手段17によって、それらの相対変位軌跡
の履歴が板状被筆記部材16の筆記面上に記録されるこ
とになり、この記録された変位軌跡履歴を確認し検証す
ることによって、上述したとおり、実使用時における性
能耐久性の判断並びに製品出荷前の性能テスト時におけ
る品質確認の目安となる判断を的確に行うことが可能で
ある。
In any of the cylindrical vibration damper devices 10 of the third and fourth embodiments and the flat plate vibration damper devices 10 of the fifth and sixth embodiments configured as described above, Similar to the case of the first embodiment, the needle-shaped writing member provided between the piston body 1B or the steel flat plate 1C for the first rigid member and the cylinder 2B or the rectangular cylinder 2C for the second rigid member. The history of relative displacement loci is recorded on the writing surface of the plate-shaped writing member 16 by the displacement history recording means 17 composed of 15 and the plate-shaped writing member 16, and the recorded displacement locus history. As described above, it is possible to accurately judge the performance durability during actual use and the judgment as a guideline for quality confirmation during the performance test before shipping the product, as described above.

【0028】なお、上記各実施例では、主としてブレー
スタイプの制振タンパー装置として有効に適用可能であ
るが、それ以外に、制振壁タイプや間柱タイプなどあら
ゆる制振ダンパー装置にも適用可能である。
In each of the above-mentioned embodiments, it can be effectively applied mainly as a brace type vibration damping tamper device, but in addition to that, it can also be applied to any vibration damping damper device such as a damping wall type or a stud type. is there.

【0029】また、上記各実施例で示した制振ダンパー
装置は、第1剛性部材と第2剛性部材とが主たる方向の
二次元面で相対変位するものであるから、変位履歴記録
手段17を構成する針状筆記部材15及び板状被筆記部
材16を共に固定してもそれらの接触圧が変化せず、所
定の相対変位履歴を確実に記録することが可能である
が、第1剛性部材と第2剛性部材とが主たる方向の二次
元面内で相対変位する際、その相対変位面に対して交差
する方向の変位力が働く可能性があるダンパー装置、例
えば第6実施例の平板型制振ダンパー装置10の場合
は、図10に示すように、板状被筆記部材16とこれを
取り付ける第2剛性部材用の角筒体2Cとの間に針状筆
記部材15の先端先鋭部と板状被筆記部材16の筆記面
との接触状態を弾性維持する弾性体18を介在させるこ
とが望ましい。これは第5実施例の平板型制振ダンパー
装置10における板状被筆記部材16の取り付けにも同
様に採用することが望ましい。
Further, in the vibration damper device shown in each of the above embodiments, since the first rigid member and the second rigid member are relatively displaced in the two-dimensional plane in the main direction, the displacement history recording means 17 is used. Even if both the constituent needle-shaped writing member 15 and the plate-shaped writing member 16 are fixed, their contact pressures do not change, and it is possible to reliably record a predetermined relative displacement history, but the first rigid member. When the second rigid member and the second rigid member are relatively displaced in a two-dimensional plane in the main direction, a displacement force in a direction intersecting the relative displacement plane may act, for example, a flat plate type of the sixth embodiment. In the case of the vibration damping device 10, as shown in FIG. 10, a sharp tip portion of the needle-shaped writing member 15 is provided between the plate-shaped writing member 16 and the second cylindrical rigid member cylindrical member 2C. The contact state of the plate-shaped writing member 16 with the writing surface is elastic. It is desirable to interpose the elastic member 18. It is desirable that this be similarly applied to the attachment of the plate-shaped writing member 16 in the flat-plate vibration damper device 10 of the fifth embodiment.

【0030】このように弾性体18を介在させることに
よって、第1剛性部材用の平板1Cと第2剛性部材用の
角筒体2Cとが矢印xで示す主たる方向の二次元面内で
相対変位する際にその相対変位面に対して交差する方向
yの変位力が働いたとしても、その変位力を弾性体18
で吸収させて針状筆記部材15の先端先鋭部と板状被筆
記部材16の筆記面とをほぼ一定圧の接触状態に保ち、
針状筆記部材15が板状被筆記部材16の筆記面に必要
以上に強くつかえたり、食い込んだりして破損されると
か、針状筆記部材15が板状被筆記部材16の筆記面か
ら浮き上がって変位履歴が所定どおりに記録できなくな
ることを防いで、主たる方向xの変位履歴を確実に記録
することができる。
By thus interposing the elastic body 18, the flat plate 1C for the first rigid member and the rectangular cylindrical body 2C for the second rigid member are relatively displaced in the two-dimensional plane in the main direction indicated by the arrow x. Even if a displacement force in the direction y intersecting the relative displacement surface is exerted when the elastic body 18 is moved,
And the writing surface of the plate-shaped writing member 16 is kept in contact with the tip-shaped sharpened portion of the needle-shaped writing member 15 at a substantially constant pressure.
The needle-like writing member 15 may be damaged by being pressed against the writing surface of the plate-like writing member 16 more than necessary or being bitten, or the needle-like writing member 15 may rise from the writing surface of the plate-like writing member 16. It is possible to prevent the displacement history from being unable to be recorded in a predetermined manner and reliably record the displacement history in the main direction x.

【0031】[0031]

【発明の効果】以上要するに、本発明によれば、製品出
荷前に行われる性能テスト時及び実使用状態で地震等の
発生に伴い層間変位力が働いた時のいずれにおいても、
二次元面内で相対変位する第1剛性部材と第2剛性部材
との相対変位履歴を物理的に記録するようにしているの
で、電気的な変位センサーを組み込む場合に比べて、装
置全体のコストダウン及びメンテナンスフリーを図りつ
つ、物理的な記録変位履歴から出荷製品の性能テスト結
果である品質確認を目安的に判断することができるとと
もに、実使用状態で頻度が非常に小さい地震等に伴う相
対変位量や変位動作状況等の確認検証による性能耐久性
等の判断を常に適確に行うことができるという効果を奏
する。
In summary, according to the present invention, both during the performance test performed before the product is shipped and when the interlayer displacement force acts due to the occurrence of an earthquake or the like in the actual use state,
Since the relative displacement history of the first rigid member and the second rigid member that are relatively displaced in the two-dimensional plane is physically recorded, the cost of the entire device is higher than that when an electric displacement sensor is incorporated. While maintaining downtime and maintenance-free, it is possible to judge the quality confirmation, which is the performance test result of the shipped product, from the physical record displacement history as a guideline. The present invention has an effect that the performance durability and the like can be always accurately determined by confirming and verifying the displacement amount and the displacement operation status.

【0032】特に、請求項3のように、物理的な変位履
歴記録手段として、ケガキ針あるいは鉄筆等の硬質材料
製針状筆記部材とケガキ板あるいはヤスリ板及び原紙等
の板状被筆記部材とにより構成されたものを使用するこ
とにより、実使用状態で発生頻度の非常に少ない地震等
に伴う層間変位力の作用時においても、電気的な変位セ
ンサーはもちろん、インク等の消耗材料を用いた筆記式
記録に比べても変位履歴を逸失することなく確実に記録
(マーキングオフ)して、ダンパー装置の性能耐久性を
的確に判断することができる。
Particularly, as the physical displacement history recording means, a needle-shaped writing member made of a hard material such as a marking needle or an iron brush and a plate-shaped writing member such as a marking plate or a file plate and a base paper are used as the physical displacement history recording means. By using the one configured by the above, even when the interlayer displacement force due to an earthquake etc. which is very rare in actual use is applied, not only the electric displacement sensor but also the consumable material such as ink is used. Even when compared with the handwriting type recording, the displacement history can be recorded (marking off) without being lost and the performance durability of the damper device can be accurately judged.

【0033】また、変位履歴記録手段として針状筆記部
材と板状被筆記部材を用いるものにおいて、請求項4の
ような構成を採用することによって、制振ダンパー装置
を構成する第1剛性部材と第2剛性部材とが主たる方向
の二次元面内で相対変位する際、その相対変位面に対し
て交差する方向の変位力が働いたとしても、その変位力
を弾性体で吸収させて針状筆記部材の先端と板状被筆記
部材の筆記面とをほぼ一定圧の接触状態に保ち、筆記部
材の破損や記録ミスの発生等を招くことなく、主たる方
向の変位履歴を確実に記録することができる。
Further, in the one using the needle-shaped writing member and the plate-shaped writing member as the displacement history recording means, by adopting the structure as claimed in claim 4, the first rigid member constituting the vibration damping damper device can be obtained. When the second rigid member is relatively displaced in a two-dimensional plane in the main direction, even if a displacement force in a direction intersecting with the relative displacement face is exerted, the displacement force is absorbed by an elastic body and needle-shaped. Keeping the tip of the writing member and the writing surface of the plate-shaped writing member in contact with each other at a substantially constant pressure, and reliably record the displacement history in the main direction without causing damage to the writing member or recording error. You can

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明に係る制振ダンパー装置のうち、第1実
施例となるブレースタイプの積層型制振ダンパー装置の
全体側面図である。
FIG. 1 is an overall side view of a brace type laminated vibration damper device according to a first embodiment of the vibration damper device according to the present invention.

【図2】図1のX−X線に沿った拡大縦断面図である。FIG. 2 is an enlarged vertical sectional view taken along line XX of FIG.

【図3】図1のY−Y線に沿った縦断面図である。3 is a vertical cross-sectional view taken along the line YY of FIG.

【図4】第1実施例のブレースタイプの積層型制振ダン
パー装置の使用状態を示す側面図である。
FIG. 4 is a side view showing a use state of the brace type laminated vibration damping damper device of the first embodiment.

【図5】本発明に係る制振ダンパー装置のうち、第2実
施例となるブレースタイプの積層型制振ダンパー装置の
要部の拡大縦断面図である。
FIG. 5 is an enlarged vertical cross-sectional view of a main part of a brace type laminated vibration damper device according to a second embodiment of the vibration damper device according to the present invention.

【図6】本発明に係る制振ダンパー装置のうち、第3実
施例となる円筒型制振ダンパー装置の外観側面図であ
る。
FIG. 6 is an external side view of a cylindrical vibration damper device according to a third embodiment of the vibration damper device according to the present invention.

【図7】本発明に係る制振ダンパー装置のうち、第4実
施例となる円筒型制振ダンパー装置の外観側面図であ
る。
FIG. 7 is an external side view of a cylindrical vibration damper device according to a fourth embodiment of the vibration damper device according to the present invention.

【図8】本発明に係る制振ダンパー装置のうち、第5実
施例となる平板型制振ダンパー装置の縦断側面図であ
る。
FIG. 8 is a vertical cross-sectional side view of a flat plate type vibration damper device according to a fifth embodiment of the vibration damper device according to the present invention.

【図9】本発明に係る制振ダンパー装置のうち、第6実
施例となる平板型制振ダンパー装置の縦断側面図であ
る。
FIG. 9 is a vertical sectional side view of a flat plate type vibration damper device according to a sixth embodiment of the vibration damper device according to the present invention.

【図10】第6実施例の平板型制振タンパー装置の要部
の拡大縦断側面図である。
FIG. 10 is an enlarged vertical sectional side view of a main part of a flat plate type vibration damping tamper device according to a sixth embodiment.

【符号の説明】[Explanation of symbols]

1 第1剛性部材用の不等辺不等厚山形鋼 2 第2剛性部材用の不等辺不等厚山形鋼 5 粘弾性体(エネルギー吸収材の一例) 10 制振ダンパー装置 15 針状筆記部材(ケガキ針あるいは鉄筆等) 16 板状被筆記部材(ケガキ板あるいはヤスリ板及び
原紙等) 17 変位履歴記録手段
1 Unequal unequal thick angle steel for the first rigid member 2 Unequal unequal thick angle steel for the second rigid member 5 Viscoelastic body (an example of energy absorbing material) 10 Vibration damper device 15 Needle-shaped writing member ( (Scribe needle, iron brush, etc.) 16 Plate-shaped writing member (scribing plate, file plate, base paper, etc.) 17 Displacement history recording means

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) E04H 9/02 321 F16F 15/02 E F16F 15/02 15/023 Z 15/023 15/03 B 15/03 15/08 P 15/08 9/32 S Fターム(参考) 2E001 DC01 DG01 FA01 FA02 FA03 FA71 FA73 GA01 GA10 GA53 GA60 GA72 HB02 HB04 HD11 HF16 KA03 LA01 3J048 AA06 AB08 BE04 BE05 BE06 BE08 EA38 3J069 AA69 BB01 DD13 ─────────────────────────────────────────────────── ─── Continuation of front page (51) Int.Cl. 7 Identification code FI theme code (reference) E04H 9/02 321 F16F 15/02 E F16F 15/02 15/023 Z 15/023 15/03 B 15 / 03 15/08 P 15/08 9/32 SF term (reference) 2E001 DC01 DG01 FA01 FA02 FA03 FA71 FA73 GA01 GA10 GA53 GA60 GA72 HB02 HB04 HD11 HF16 KA03 LA01 3J048 AA06 AB08 BE04 BE05 BE06 BE08 EA38 3J069 AA69 BB01 DD13

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 第1剛性部材とこの第1剛性部材に対し
て平行状に配置された第2剛性部材との間に、この第1
及び第2剛性部材の二次元面内での相対変位時のエネル
ギーを吸収可能なエネルギー吸収材を介在させてなる制
振ダンパー装置において、 二次元面内で相対変位する第1及び第2剛性部材間に、
両者の相対変位履歴を物理的に記録する変位履歴記録手
段が設けられていることを特徴とする制振ダンパー装
置。
1. A first rigid member and a second rigid member disposed in parallel to the first rigid member, the first rigid member being disposed between the first rigid member and the second rigid member.
And a vibration damper device in which an energy absorbing material capable of absorbing energy during relative displacement of a second rigid member in a two-dimensional plane is interposed, the first and second rigid members being relatively displaced in the two-dimensional plane Between,
A vibration damping damper device comprising a displacement history recording means for physically recording a relative displacement history of both.
【請求項2】 対象ダンパー装置が、オイルダンパー、
円筒形粘性ダンパー、摩擦ダンパー、平板形粘性もしく
は粘弾性ダンパー、磁気ダンパー、MR流体利用型ダン
パーの中から選択されたものである請求項1に記載の制
振ダンパー装置。
2. The target damper device is an oil damper,
The vibration damping device according to claim 1, wherein the vibration damping damper is selected from a cylindrical viscous damper, a friction damper, a flat viscous or viscoelastic damper, a magnetic damper, and an MR fluid type damper.
【請求項3】 上記の変位履歴記録手段が、相対変位す
る第1及び第2剛性部材の一方に取り付けられた硬質材
料製針状筆記部材と、この針状筆記部材に対応させて他
方に取り付けられた板状被筆記部材とにより構成されて
いる請求項1または2に記載の制振ダンパー装置。
3. The needle-shaped writing member made of a hard material, which is attached to one of the first and second rigid members which are relatively displaced, and the other of the displacement history recording means, which is attached to the other corresponding to the needle-shaped writing member. The vibration damper device according to claim 1 or 2, which is configured by the plate-shaped writing member.
【請求項4】 上記針状筆記部材及び板状被筆記部材の
少なくとも一方と第1及び第2剛性部材の少なくとも一
方との間に、針状筆記部材の先端と板状被筆記部材の筆
記面との接触状態を弾性維持する弾性体が介在されてい
る請求項3に記載の制振ダンパー装置。
4. The tip of the needle-shaped writing member and the writing surface of the plate-shaped writing member between at least one of the needle-shaped writing member and the plate-shaped writing member and at least one of the first and second rigid members. The vibration damper device according to claim 3, wherein an elastic body that elastically maintains a contact state with the vibration damper device is interposed.
JP2001368525A 2001-12-03 2001-12-03 Vibration damper apparatus Withdrawn JP2003166581A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001368525A JP2003166581A (en) 2001-12-03 2001-12-03 Vibration damper apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001368525A JP2003166581A (en) 2001-12-03 2001-12-03 Vibration damper apparatus

Publications (1)

Publication Number Publication Date
JP2003166581A true JP2003166581A (en) 2003-06-13

Family

ID=19178106

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP2003166581A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005069982A (en) * 2003-08-27 2005-03-17 Shimizu Corp Displacement sensor, vibration control damper and vibration control construction
JP2009144383A (en) * 2007-12-13 2009-07-02 Jutaku Kozo Kenkyusho:Kk Vibration control frame
JP2010107013A (en) * 2008-10-31 2010-05-13 Hitachi Automotive Systems Ltd Hydraulic shock absorber
JP2013064475A (en) * 2011-09-20 2013-04-11 Hitachi Automotive Systems Ltd Vibration control damper
JP2014163508A (en) * 2013-02-28 2014-09-08 Hitachi Metals Techno Ltd Hydraulic damper
JP2018086475A (en) * 2018-03-01 2018-06-07 臺灣輔康醫療▲器▼材股▲ふん▼有限公司Preventive Medical Health Care Co., Ltd. Exercise apparatus
JP2018159633A (en) * 2017-03-23 2018-10-11 株式会社免制震ディバイス Monitoring device for damper

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005069982A (en) * 2003-08-27 2005-03-17 Shimizu Corp Displacement sensor, vibration control damper and vibration control construction
JP2009144383A (en) * 2007-12-13 2009-07-02 Jutaku Kozo Kenkyusho:Kk Vibration control frame
JP2010107013A (en) * 2008-10-31 2010-05-13 Hitachi Automotive Systems Ltd Hydraulic shock absorber
JP2013064475A (en) * 2011-09-20 2013-04-11 Hitachi Automotive Systems Ltd Vibration control damper
JP2014163508A (en) * 2013-02-28 2014-09-08 Hitachi Metals Techno Ltd Hydraulic damper
JP2018159633A (en) * 2017-03-23 2018-10-11 株式会社免制震ディバイス Monitoring device for damper
JP2018086475A (en) * 2018-03-01 2018-06-07 臺灣輔康醫療▲器▼材股▲ふん▼有限公司Preventive Medical Health Care Co., Ltd. Exercise apparatus

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