JPH03265729A - Viscous damper - Google Patents
Viscous damperInfo
- Publication number
- JPH03265729A JPH03265729A JP6097190A JP6097190A JPH03265729A JP H03265729 A JPH03265729 A JP H03265729A JP 6097190 A JP6097190 A JP 6097190A JP 6097190 A JP6097190 A JP 6097190A JP H03265729 A JPH03265729 A JP H03265729A
- Authority
- JP
- Japan
- Prior art keywords
- container
- viscous fluid
- resistance
- high viscous
- resisting
- 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
Links
- 239000012530 fluid Substances 0.000 claims abstract description 31
- 230000006835 compression Effects 0.000 abstract description 10
- 238000007906 compression Methods 0.000 abstract description 10
- 238000010008 shearing Methods 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 3
- 238000002955 isolation Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000013016 damping Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002783 friction material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Fluid-Damping Devices (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、高粘度流体を用いた軸方向用粘性ダンパにお
ける圧縮時の抵抗力の急激な増加を防止する方法に係り
、特に免震装置に好適な粘性ダンパに関する。[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a method for preventing a sudden increase in resistance force during compression in an axial viscous damper using a high viscosity fluid, and in particular to a seismic isolation device. The present invention relates to a viscous damper suitable for.
従来の高粘度流体を用いた軸方向用粘性ダンパは、特開
昭63−114783に記載されているように(第7図
)、円筒型の容器内に高粘度流体と抵抗部材を格納し、
抵抗部材と容器との間隙は一様に保たれている。この粘
性ダンパは、抵抗部材が軸方向に移動すると、抵抗部材
の外径部と容器の内径部との間の高粘度流体により発生
するせん断粘性抵抗力を利用している。A conventional axial viscous damper using a high viscosity fluid stores a high viscosity fluid and a resistance member in a cylindrical container, as described in Japanese Patent Laid-Open No. 63-114783 (Fig. 7).
The gap between the resistance member and the container is kept uniform. This viscous damper utilizes the shear viscous resistance force generated by the high viscosity fluid between the outer diameter part of the resistance member and the inner diameter part of the container when the resistance member moves in the axial direction.
従来技術の粘性ダンパにおいても、抵抗部材が下方に移
動する圧縮時に抵抗部材の下方にある高粘度流体に過度
の圧力が加わらないために、抵抗部材の上方と下方の高
粘度流体が抵抗部材を通って出入りできるように抵抗部
材に穴部が設けられている。Even in the conventional viscous damper, in order to prevent excessive pressure from being applied to the high viscosity fluid below the resistance member during compression when the resistance member moves downward, the high viscosity fluid above and below the resistance member presses against the resistance member. A hole is provided in the resistance member for access through the resistor member.
しかしながら、使用する粘性流体がきわめて高粘度にな
ると、抵抗部材の穴部を通り抜ける時にも大きな抵抗力
が生じてしまうことによって、粘性ダンパの抵抗カー変
位曲線は第8図のように、圧縮時に抵抗力が急激に増加
した、非対称な履歴特性となり、振動系の制振効果を低
下させることがある。However, if the viscous fluid used has an extremely high viscosity, a large resistance force will be generated when it passes through the hole in the resistance member, so the resistance curve of the viscous damper will change as shown in Figure 8. This results in an asymmetric hysteresis characteristic in which the force increases rapidly, which may reduce the damping effect of the vibration system.
本発明の目的は、高粘度流体を用いた場合でも圧縮時と
引張り時における抵抗力が等しい粘性ダンパを提供する
ことにある。An object of the present invention is to provide a viscous damper that has the same resistance force during compression and tension even when a high viscosity fluid is used.
上記目的を達成するために、粘性ダンパの容器の下方に
空気室を設けるか又は容器に穴部を設けて、高粘度流体
と空気とを容積可変部材を介して接するようにしたもの
である。この容積可変部材として、ゴム等の弾性体また
は金属ベローズ等で構成する。In order to achieve the above object, an air chamber is provided below the container of the viscous damper, or a hole is provided in the container, so that the high viscosity fluid and air come into contact with each other via a variable volume member. This variable volume member is made of an elastic body such as rubber, a metal bellows, or the like.
粘性ダンパの容器内の抵抗部材が下方(圧縮方向)に移
動すると、抵抗部材に押された高粘度流体は容積可変部
材を変形させ、空気室内の空気を圧縮するが、それほど
大きな圧力とはならない。When the resistance member inside the viscous damper container moves downward (in the compression direction), the high viscosity fluid pushed by the resistance member deforms the variable volume member and compresses the air in the air chamber, but the pressure does not become that large. .
そのため、抵抗力は圧縮時でも第7図のような極端な増
加がなくなり、圧縮時は引張り時の抵抗力の変化は小さ
くなる。さらに空気室を大気と通じさせれば、圧縮時の
粘性ダンパの抵抗力は容器と抵抗部材間に働くせん断粘
性抵抗力のみにすることが可能となる。Therefore, the resistance force does not increase as dramatically as shown in FIG. 7 even during compression, and the change in resistance force during compression and tension becomes smaller. Furthermore, if the air chamber is communicated with the atmosphere, the resistance force of the viscous damper during compression can be reduced to only the shear viscous resistance force acting between the container and the resistance member.
また、容器に空気室を持たせなくても、容器の一部に穴
部を設けて、容積可変部材で覆うことによって、同様の
効果が得られる。Moreover, even if the container does not have an air chamber, the same effect can be obtained by providing a hole in a part of the container and covering it with a volume variable member.
以下、本発明の一実施例を第1図により説明する。第1
図は本発明の一実施例による免震装置の粘性ダンパの縦
断面図を示している。相対変位の生じる部材間の上部の
部材に粘性ダンパのロッド部材lを取り付け、他方の部
材に底部材8を取り付ける。底部材8には容器3と同径
の円筒部材が立ち上がっており、この円筒部材と容器3
はそれぞれのフランジ部の間に、平板のゴム部材7が設
けられており、容器3と底部材8の空間を分割している
。そして、容器3内には高粘度流体6が満され、底部材
8の円筒部とゴム部材7により空気室9が構成される。An embodiment of the present invention will be described below with reference to FIG. 1st
The figure shows a longitudinal cross-sectional view of a viscous damper of a seismic isolation device according to an embodiment of the present invention. The rod member 1 of the viscous damper is attached to the upper member between the members where relative displacement occurs, and the bottom member 8 is attached to the other member. A cylindrical member having the same diameter as the container 3 stands up on the bottom member 8, and this cylindrical member and the container 3
A flat rubber member 7 is provided between the respective flanges to divide the space between the container 3 and the bottom member 8. The container 3 is filled with a high viscosity fluid 6, and an air chamber 9 is formed by the cylindrical portion of the bottom member 8 and the rubber member 7.
底部材8には空気穴10を設けてもよい。また、抵抗部
材5は、高粘度流体6が入っている容器2内に挿入され
、抵抗部材5にはロッド部材上が固定され、ロッド部材
1は容器3に設けられた軸受2によって支持される。さ
らに、抵抗部材5には、その上方と下方にある高粘度流
体6がこれを通って移動できるように穴部53−
が設けられている。Air holes 10 may be provided in the bottom member 8. Further, the resistance member 5 is inserted into a container 2 containing a high viscosity fluid 6, a rod member is fixed to the resistance member 5, and the rod member 1 is supported by a bearing 2 provided in the container 3. . Further, the resistance member 5 is provided with holes 53- through which the high viscosity fluid 6 above and below it can move.
次に、第2図に別の実施例を示す。この実施例では、凸
形状のゴム部材7を容器3内に設け、ゴム部材7と底部
材8とで空気室9を構威し、底部材8に空気穴10を設
ける。Next, FIG. 2 shows another embodiment. In this embodiment, a convex rubber member 7 is provided inside the container 3, the rubber member 7 and the bottom member 8 form an air chamber 9, and the bottom member 8 is provided with air holes 10.
第3図の実施例は、ゴムまたは金属ベローズ部材11を
容器3内に設けて、空気室9を確保し、ベローズ部材l
工の軸方向のばね定数が小さい場合には、押し上げるば
ね部材13を付加してもよい。In the embodiment shown in FIG. 3, a rubber or metal bellows member 11 is provided inside the container 3 to secure an air chamber 9, and the bellows member l
If the spring constant in the axial direction of the shaft is small, a spring member 13 for pushing up may be added.
第4図の実施例は、空気室として、空気で満たされてい
る空気入りゴムボール13を容器3内に設け、抵抗部材
4の可動時に、空気ボール13が動き回らないように、
ネット部材14等で空気入りゴムボールの動きを抑制す
る。In the embodiment shown in FIG. 4, an air-filled rubber ball 13 filled with air is provided in the container 3 as an air chamber, so that the air ball 13 does not move around when the resistance member 4 is moved.
The movement of the air-filled rubber ball is suppressed by the net member 14 or the like.
第5図の実施例は、容器3の側面に穴を設け、容器3の
外部に袋状のゴム部材7を容器3とゴム部材7の穴部同
志が合うように取り付けたものである。In the embodiment shown in FIG. 5, a hole is provided in the side surface of the container 3, and a bag-shaped rubber member 7 is attached to the outside of the container 3 so that the holes of the container 3 and the rubber member 7 match.
第1〜5図の実施例では、軸受2は抵抗部材44−
と容器3との間隙を一様に保つ働きをするが、第6図の
実施例では、軸受2の代りに、抵抗部材4の周囲の低摩
擦材15を配置して、この働きをさせたものである。さ
らに高粘性流体6が容器3の外部に流出しないように、
ベローズ部材11bを容器3とロッド部材lとの間に取
り付ける。また必要ならば、ベローズ部材11bには空
気穴10bを設けてもよい。In the embodiment shown in FIGS. 1 to 5, the bearing 2 functions to maintain a uniform gap between the resistance member 44- and the container 3, but in the embodiment shown in FIG. This function is achieved by arranging a low-friction material 15 around the . Furthermore, to prevent the high viscosity fluid 6 from flowing out of the container 3,
A bellows member 11b is attached between the container 3 and the rod member l. Furthermore, if necessary, an air hole 10b may be provided in the bellows member 11b.
次に、本実施例の作用について説明する。Next, the operation of this embodiment will be explained.
ロッド部材1と底部材8との間に相対変位が生じると、
抵抗部材5が容器3内を上がり下がりする。抵抗部材5
が容器3に対して下方に移動する場合、抵抗部材5がそ
の下方にある高粘度流体を圧縮しようとするが、高粘度
流体6がゴム部材7を変形させることによって、高粘度
流体6には大きな圧力が発生しない。そのために、粘性
ダンパによる抵抗力は容器3と抵抗部材間の高粘度流体
によるせん断粘性抵抗力が支配的となる。When a relative displacement occurs between the rod member 1 and the bottom member 8,
The resistance member 5 moves up and down inside the container 3. Resistance member 5
When the resistance member 5 moves downward relative to the container 3, the resistance member 5 attempts to compress the high viscosity fluid below it, but as the high viscosity fluid 6 deforms the rubber member 7, the high viscosity fluid 6 is compressed. No large pressure is generated. Therefore, the resistance force caused by the viscous damper is dominated by the shear viscous resistance force caused by the high viscosity fluid between the container 3 and the resistance member.
一方、抵抗部材5が上方に移動する場合には、抵抗部材
5の上方の高粘度流体6は空気と接しているため、大き
な圧力は生じない。On the other hand, when the resistance member 5 moves upward, the high viscosity fluid 6 above the resistance member 5 is in contact with air, so no large pressure is generated.
以上により、本発明の粘性ダンパは圧縮時と引張り時と
で、はぼ等しい抵抗力が得られる。As described above, the viscous damper of the present invention can provide approximately the same resistance force during compression and tension.
本発明によれば、高粘度流体を用いた一軸用粘性ダンパ
における圧縮方向の急激な抵抗力の増加を防止すること
が可能である。According to the present invention, it is possible to prevent a sudden increase in resistance force in the compression direction in a uniaxial viscous damper using a high viscosity fluid.
第1図は本発明の粘性ダンパの一実施例を表す縦断面図
、第2図、第3図、第4図、第5図、第6図はいずれも
本発明の他の実施例を示す粘性ダンパの縦断面図、第7
図は従来の粘性ダンパの縦断面図、第8図は従来の粘性
ダンパの抵抗カー変位曲線を示す特性図である。
1・・・ロッド部材、2・・・軸受、3・・・容器、4
・・・抵抗部材、5・・・穴部、6・・・高粘度流体、
7・・・ゴム部材、8・・・底部材、9・・・空気室、
10・・・空気穴、工1・・・ベローズ部材、12・・
・押上げばね部材、13・・・空気入りゴムボール、1
4・・・ネット部材、工5・・・低摩擦部材。
7−
\”4 ’Q 呼’ON) トCKs c> Cs−7
もN
167−FIG. 1 is a vertical sectional view showing one embodiment of the viscous damper of the present invention, and FIGS. 2, 3, 4, 5, and 6 all show other embodiments of the present invention. Longitudinal cross-sectional view of the viscous damper, No. 7
The figure is a longitudinal sectional view of a conventional viscous damper, and FIG. 8 is a characteristic diagram showing a resistance Kerr displacement curve of the conventional viscous damper. 1... Rod member, 2... Bearing, 3... Container, 4
... resistance member, 5 ... hole, 6 ... high viscosity fluid,
7... Rubber member, 8... Bottom member, 9... Air chamber,
10... Air hole, work 1... Bellows member, 12...
・Push-up spring member, 13... Air-filled rubber ball, 1
4...Net member, work 5...Low friction member. 7- \”4 'Q Call' ON) CKs c> Cs-7
Also N 167-
Claims (1)
ダンパにおいて、容積可変部材を容器と抵抗部材に囲ま
れた高粘度流体に接するように設けることを特徴とする
粘性ダンパ。1. A viscous damper comprising a container storing a high viscosity fluid and a resistance member, characterized in that a variable volume member is provided in contact with the high viscosity fluid surrounded by the container and the resistance member.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6097190A JPH03265729A (en) | 1990-03-14 | 1990-03-14 | Viscous damper |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6097190A JPH03265729A (en) | 1990-03-14 | 1990-03-14 | Viscous damper |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH03265729A true JPH03265729A (en) | 1991-11-26 |
Family
ID=13157818
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6097190A Pending JPH03265729A (en) | 1990-03-14 | 1990-03-14 | Viscous damper |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH03265729A (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2003071052A1 (en) * | 2002-02-21 | 2003-08-28 | Oiles Corporation | Vibration absorber, and vibration control structure using the same |
JP2008523324A (en) * | 2004-12-11 | 2008-07-03 | ▲隔▼而固(青島)振動控制有限公司 | Attenuator |
JP2009036259A (en) * | 2007-07-31 | 2009-02-19 | Kayaba Ind Co Ltd | Buffer |
DE102008009443A1 (en) * | 2008-02-13 | 2009-08-20 | Siemens Aktiengesellschaft | damper arrangement |
JP2010203619A (en) * | 2002-02-21 | 2010-09-16 | Oiles Ind Co Ltd | Vibration absorber and vibration damping structure using the same |
US20120145495A1 (en) * | 2006-09-06 | 2012-06-14 | Claudiu Valentin Suciu | Colloidal damper |
-
1990
- 1990-03-14 JP JP6097190A patent/JPH03265729A/en active Pending
Cited By (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7565957B2 (en) | 2002-02-21 | 2009-07-28 | Oiles Corporation | Damper and vibration damping structure using the same |
EP2261442A3 (en) * | 2002-02-21 | 2011-01-12 | Oiles Corporation | Damper and vibration damping structure using the same |
US7182187B2 (en) | 2002-02-21 | 2007-02-27 | Oiles Corporation | Damper and vibration damping structure using the same |
CN1306134C (en) * | 2002-02-21 | 2007-03-21 | 奥依列斯工业株式会社 | Vibration absorber, and vibration control structure using the same |
US8002093B2 (en) | 2002-02-21 | 2011-08-23 | Oiles Corporation | Damper and vibration damping structure using the same |
EP2261443A3 (en) * | 2002-02-21 | 2011-01-12 | Oiles Corporation | Damper and vibration damping structure using the same |
JP2003314612A (en) * | 2002-02-21 | 2003-11-06 | Oiles Ind Co Ltd | Vibration absorber and vibration control structure using the same |
KR100982320B1 (en) * | 2002-02-21 | 2010-09-15 | 오일레스고교 가부시키가이샤 | Vibration absorber, and vibration control structure using the same |
WO2003071052A1 (en) * | 2002-02-21 | 2003-08-28 | Oiles Corporation | Vibration absorber, and vibration control structure using the same |
JP2010203619A (en) * | 2002-02-21 | 2010-09-16 | Oiles Ind Co Ltd | Vibration absorber and vibration damping structure using the same |
JP2008523324A (en) * | 2004-12-11 | 2008-07-03 | ▲隔▼而固(青島)振動控制有限公司 | Attenuator |
US20120145495A1 (en) * | 2006-09-06 | 2012-06-14 | Claudiu Valentin Suciu | Colloidal damper |
US8770359B2 (en) * | 2006-09-06 | 2014-07-08 | School Juridical Person Of Fukuoka Kogyo Daigaku | Colloidal damper |
JP2009036259A (en) * | 2007-07-31 | 2009-02-19 | Kayaba Ind Co Ltd | Buffer |
DE102008009443A1 (en) * | 2008-02-13 | 2009-08-20 | Siemens Aktiengesellschaft | damper arrangement |
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