JPH0723741B2 - Vibration damping device - Google Patents
Vibration damping deviceInfo
- Publication number
- JPH0723741B2 JPH0723741B2 JP60149432A JP14943285A JPH0723741B2 JP H0723741 B2 JPH0723741 B2 JP H0723741B2 JP 60149432 A JP60149432 A JP 60149432A JP 14943285 A JP14943285 A JP 14943285A JP H0723741 B2 JPH0723741 B2 JP H0723741B2
- Authority
- JP
- Japan
- Prior art keywords
- elastic
- vibration damping
- porous material
- damping device
- vibration
- 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.)
- Expired - Lifetime
Links
- 239000012530 fluid Substances 0.000 claims description 24
- 239000011148 porous material Substances 0.000 claims description 19
- 239000010426 asphalt Substances 0.000 claims description 4
- 239000000463 material Substances 0.000 claims description 4
- 238000006073 displacement reaction Methods 0.000 claims description 3
- 229920002472 Starch Polymers 0.000 claims 1
- 235000019698 starch Nutrition 0.000 claims 1
- 239000008107 starch Substances 0.000 claims 1
- 238000002955 isolation Methods 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 239000002184 metal Substances 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003014 reinforcing Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F9/00—Springs, vibration-dampers, shock-absorbers, or similarly-constructed movement-dampers using a fluid or the equivalent as damping medium
- F16F9/30—Springs, vibration-dampers, shock-absorbers, or similarly-constructed movement-dampers using a fluid or the equivalent as damping medium with solid or semi-solid material, e.g. pasty masses, as damping medium
Description
【発明の詳細な説明】 〔技術分野〕 本発明は運動エネルギーを吸収して振動を減衰させる装
置に関し、特に、基礎と建物や機械等の構造物との間で
防振または除震装置と併用するのに好適な振動減衰装置
に関する。Description: TECHNICAL FIELD The present invention relates to a device that absorbs kinetic energy to damp vibration, and in particular, is used in combination with a vibration isolation or vibration isolation device between a foundation and a structure such as a building or a machine. The present invention relates to a vibration damping device suitable for
コンピューターや原子力設備等を収納する建屋をはじめ
各種の建造物を地震や振動の力から保護するため、振動
をきらう精密機械を除震支持するため、あるいは振動発
生源としての機械等を防振支持するなどの目的で、これ
ら構造物を弾性支持手段あるいは摺動手段を介して基礎
に対し変位可能に支持することが行われている。In order to protect various structures such as buildings that house computers and nuclear facilities from the force of earthquakes and vibrations, to support the vibration isolation of precision machinery that is resistant to vibration, or to support the vibration source of machinery as a vibration source. For the purpose of doing so, these structures are supported displaceably with respect to the foundation through elastic supporting means or sliding means.
このように構造物を変位可能に支持するに際しては、地
震や機械振動等のエネルギーを吸収し伝達される振動を
減衰させることが要請される。When supporting a structure in such a displaceable manner, it is required to absorb energy such as an earthquake or mechanical vibration and damp the transmitted vibration.
この種の振動減衰装置は、基本的に、流体(水あめ状の
高粘度流体も含む)の粘性抵抗を利用した流体ダンパー
と金属等の塑性変形を利用した塑性ダンパーとに大別す
ることができる。Basically, this type of vibration damping device can be roughly classified into a fluid damper that uses the viscous resistance of a fluid (including a high-viscosity water-like fluid) and a plastic damper that uses plastic deformation of metal or the like. .
本発明は前者の流体ダンパーに属する。The present invention belongs to the former fluid damper.
流体ダンパーとしては、従来、第8図に例示するオイル
シリンダーや第9図に例示するせん断抵抗型のものなど
が提案されている。As the fluid damper, conventionally, an oil cylinder illustrated in FIG. 8 and a shear resistance type illustrated in FIG. 9 have been proposed.
第8図のオイルシリンダーは、オイル21が充填されたシ
リンダ22にオリフィス23を有するピストンロッド24を嵌
合させ、シリンダ22およびピストンロッド24が相対運動
する際にオリフィス23で生じる粘性抵抗により減衰力を
得るものである。In the oil cylinder of FIG. 8, a piston rod 24 having an orifice 23 is fitted to a cylinder 22 filled with oil 21, and a damping force is generated by viscous resistance generated at the orifice 23 when the cylinder 22 and the piston rod 24 move relative to each other. Is what you get.
しかし、このオイルシリンダーにあっては、ピストンロ
ッド24の移動方向にしか作用せず方向性があるため、通
常異なる方向に複数本のオイルシリンダーを設置する必
要があり、構造が複雑で所要スペースが大きくなり、コ
ストも嵩むという問題がある。However, in this oil cylinder, since it acts only in the moving direction of the piston rod 24 and has directionality, it is usually necessary to install a plurality of oil cylinders in different directions, and the structure is complicated and the required space is small. There is a problem that it becomes large and the cost also increases.
第9図のせん断抵抗型のダンパーは、容器25に溜められ
たアスファルトなどの水あめ状の粘性流体26内に引っか
き部材27を配置しておき、該引っかき部材27と容器25と
の間の相対速度で生じる粘性抵抗を利用するものであ
る。The shearing resistance type damper shown in FIG. It utilizes the viscous resistance generated in.
しかし、このせん断抵抗型のダンパーでは、流体26中に
ごみや砂等の異物が混入しやすく、メインテナンスに手
間を要するなどの問題がある。However, this shear resistance type damper has a problem that foreign matters such as dust and sand are easily mixed in the fluid 26, which requires time and effort for maintenance.
本発明はこのような従来技術に鑑みてなされたものであ
り、本発明の目的は、構造がコンパクトで方向性がな
く、また、異物混入などがなくメインテナンスも容易で
あり、しかも、弾性袋体内に密封された粘性流体が多孔
質材内部を流動する時の流動抵抗を利用して大きな安定
した振動減衰力を得ることができ、多孔質材の種類によ
って減衰力を広い範囲で調節することができる振動減衰
装置を提供することである。The present invention has been made in view of such a conventional technique, and an object of the present invention is that the structure is compact and has no directionality, and that foreign matter is not mixed in and maintenance is easy, and the elastic bag body is made. A large stable vibration damping force can be obtained by utilizing the flow resistance when the viscous fluid sealed inside is flowing inside the porous material, and the damping force can be adjusted in a wide range depending on the type of porous material. A vibration damping device is provided.
本発明は、水平方向に大きく弾性変位可能な重量支持用
の弾性支持装置を介して基礎上に構造物を平行方向相対
変位可能に連結支持する場合に該弾性支持装置と併用さ
れ振動減衰装置において、高粘度のオイルまたはアスフ
ァルト等の水あめ状粘性流体を含んだスポンジ状の変形
可能な多孔質材をゴム状弾性材の袋の中に密封して弾性
袋体を形成し、該弾性袋体を平行方向相対変位可能な基
礎側の面と構造物側の面との間に予圧縮状態でかつ転動
可能な状態で保持し、前記基礎と前記構造物が相対変位
して前記弾性袋体が転動する際に、前記水あめ状粘性流
体が前記多孔質材の内部を流動する時の流動抵抗によっ
て、該相対変位に対する減衰力を発生する構成とするこ
とにより、上記目的を達成するものである。The present invention relates to a vibration damping device that is used together with an elastic support device when a structure is connected and supported on a foundation via a elastic support device for weight support that can be largely elastically displaced in the horizontal direction so that the structure can be relatively displaced in the parallel direction. , A sponge-like deformable porous material containing a high-viscosity oil or a syrup-like viscous fluid such as asphalt is sealed in a rubber elastic bag to form an elastic bag, and the elastic bag is Hold in a pre-compressed state and in a rollable state between the surface on the side of the base and the surface on the side of the structure that can be relatively displaced in the parallel direction, and the base and the structure are relatively displaced and the elastic bag body is The object described above is achieved by adopting a constitution in which, when rolling, the flow-through resistance of the syrup-like viscous fluid flows inside the porous material to generate a damping force for the relative displacement. .
〔実施例〕 以下図面を参照して本発明を具体的に説明する。[Examples] The present invention will be specifically described below with reference to the drawings.
第1図は本発明の一実施例に係る振動減衰装置の縦断面
を示し、第2図は第1図中の弾性袋体の未使用状態の縦
断面を示す。FIG. 1 shows a vertical cross section of a vibration damping device according to an embodiment of the present invention, and FIG. 2 shows a vertical cross section of the elastic bag in FIG. 1 in an unused state.
第1図および第2図において、弾性袋体1は、粘性流体
2を含んだ多孔質材3をゴム状弾性材の袋4の中に密封
した構造を有している。1 and 2, the elastic bag body 1 has a structure in which a porous material 3 containing a viscous fluid 2 is sealed in a bag 4 made of a rubber-like elastic material.
前記弾性袋体1は第1図に示すごとく平行方向に相対変
位(相対移動)可能な2つの面5、6の間に予圧縮変形
状態でかつ転動可能な状態で保持され、このように装着
することにより2つの面5、6間の振動(特に実線また
は点線の矢印で示す方向の振動)に対する減衰力を発生
する。As shown in FIG. 1, the elastic bag body 1 is held in a precompressive deformation state and in a rollable state between two surfaces 5 and 6 which can be relatively displaced (relatively moved) in the parallel direction. By mounting, a damping force against vibration between the two surfaces 5 and 6 (especially vibration in a direction indicated by a solid or dotted arrow) is generated.
前記弾性袋体1内に充填される多孔質材3としてはスポ
ンジ状の変形可能な材質のものを使用することが好まし
く、一体形あるいはブロック状の分割形のいずれでもよ
く、さらにはチップ状のものも使用することができる。As the porous material 3 filled in the elastic bag body 1, it is preferable to use a sponge-like deformable material, which may be an integral type or a block-like divided type, and further, a chip-like shape. Things can also be used.
また、この多孔質材3に含ませる粘性流体2としては所
望粘度(一般には高粘度)のものが使用され、例えば高
粘度のオイル、あるいはアスファルトなどの水あめ状の
流動物質などを使用することができる。The viscous fluid 2 contained in the porous material 3 has a desired viscosity (generally high viscosity), and for example, high-viscosity oil or syrup-like fluid substance such as asphalt may be used. it can.
第1図の振動減衰装置を基礎と構造物との間に使用する
場合は、例えば、下側の面5が基礎の上面をなし、上側
の面6が構造物支持用の基台または該構造物の底面をな
すようにして使用することができる。この場合、構造物
(その基台等を含む)の重量は別途設けた弾性支持装置
または摺動面で横方向相対移動可能に支持される。When the vibration damping device of FIG. 1 is used between a foundation and a structure, for example, the lower surface 5 constitutes the upper surface of the foundation and the upper surface 6 is a base for supporting the structure or the structure. It can be used to form the bottom of an object. In this case, the weight of the structure (including its base, etc.) is supported by a separately provided elastic support device or sliding surface so as to be relatively movable laterally.
第3図(A)、(B)は第1図の振動減衰装置の動作を
示す。FIGS. 3A and 3B show the operation of the vibration damping device of FIG.
第3図(A)の初期状態から、上側の面6が実線矢印方
向に移動するかまたは下側の面5が鎖線矢印方向に移動
するかして上下の面5、6間に相対移動が生じると、弾
性袋体1は矢印X方向に転動(上下面5、6との間でほ
とんどすべりを生じることなく転がること)し、その上
下の中央点A、Bは第3図(A)から第3図(B)のよ
うに移動する。From the initial state of FIG. 3 (A), the upper surface 6 moves in the direction of the solid arrow or the lower surface 5 moves in the direction of the chain line, so that relative movement between the upper and lower surfaces 5 and 6 occurs. When it occurs, the elastic bag 1 rolls in the direction of arrow X (rolls with almost no slip between the upper and lower surfaces 5 and 6), and the upper and lower central points A and B are shown in FIG. 3 (A). To move as shown in FIG. 3 (B).
この転動の間、袋4内の粘性流体2は矢印Yで例示する
ように多孔質材3内を移動(流動)する。During this rolling, the viscous fluid 2 in the bag 4 moves (flows) in the porous material 3 as illustrated by an arrow Y.
この粘性流体2が多孔質材3内を移動する際の流動抵抗
(粘性抵抗)によって、2つの面5、6間の移動(通常
では振動)に対する減衰力が発生する。A damping force against movement (usually vibration) between the two surfaces 5 and 6 is generated by the flow resistance (viscous resistance) when the viscous fluid 2 moves in the porous material 3.
第4図および第5図は、基礎7および構造物(またはそ
の基台)8のそれぞれに平滑面5、6を有する面盤9、
10を固定し、これらの面盤の間に弾性袋体1を保持した
状態を示す側面図および横断面図である。FIGS. 4 and 5 show a face plate 9 having smooth surfaces 5 and 6 on a foundation 7 and a structure (or its base) 8, respectively.
10 is a side view and a cross-sectional view showing a state in which 10 is fixed and the elastic bag body 1 is held between these face plates.
しかし、これらの面盤9、10は基礎7および構造物8の
面が良好な場合は省略することができる。However, these face plates 9 and 10 can be omitted when the surfaces of the foundation 7 and the structure 8 are good.
第6図および第7図は本発明による振動減衰装置を重量
支持用の弾性支持装置11と併用する状態を模式的に示
す。6 and 7 schematically show a state in which the vibration damping device according to the present invention is used together with the elastic supporting device 11 for supporting the weight.
この場合の弾性支持装置11は、例えば、ゴム状弾性体と
金属板などの補強板とを交互に積層した弾性支持体12の
上下端にフランジ13、14が固着され、これらフランジで
上下の面6、5にボルト等で固定する構造を有してい
る。The elastic support device 11 in this case has, for example, flanges 13 and 14 fixed to the upper and lower ends of the elastic support 12 in which a rubber-like elastic body and a reinforcing plate such as a metal plate are alternately laminated, and upper and lower surfaces of these flanges. It has a structure in which it is fixed to bolts 6 and 6.
上下の面6、5が地震や振動等で矢印方向に相対移動す
ると、弾性支持体12および弾性袋体1が実線位置から鎖
線位置へ移動し、これらの動きによって効果的に制振機
能を発揮することができる。When the upper and lower surfaces 6 and 5 relatively move in the arrow direction due to an earthquake or vibration, the elastic support body 12 and the elastic bag body 1 move from the solid line position to the chain line position, and these movements effectively demonstrate the vibration damping function. can do.
第6図および第7図の支持装置によれば、方向性がなく
かつメインテナンス性が容易な振動吸収支持装置が得ら
れる。According to the supporting device of FIGS. 6 and 7, it is possible to obtain a vibration absorbing supporting device having no directionality and easy maintenance.
以上説明した実施例によれば、粘性流体2を含んだ多孔
質材3をゴム状弾性材の袋4の中に密封して弾性袋体を
形成し、該弾性袋体を平行方向に相対変位可能な2つの
面5、6の間に予圧縮変形状態でかつ転動可能な状態で
保持したので、地震や振動等で2つの面5、6間に相対
運動が生じると粘性流体の流動抵抗が生じ、減衰力を発
生することができる。According to the embodiment described above, the porous material 3 containing the viscous fluid 2 is sealed in the rubber elastic bag 4 to form an elastic bag body, and the elastic bag body is relatively displaced in the parallel direction. Since it is held in a pre-compressed deformation state and in a rollable state between the two possible surfaces 5 and 6, when the relative movement occurs between the two surfaces 5 and 6 due to an earthquake or vibration, the flow resistance of the viscous fluid is increased. And a damping force can be generated.
その場合、水あめ状の粘性流体が該多孔質材の内部を流
動する時の流動抵抗を利用するので、大きな安定した減
衰力が得られ、また、粘性流体の性状のみならず、多孔
質材の種類によっても減衰性能を調節することができ、
広い範囲で減衰力調整を行うことが可能である。In that case, since the flow resistance when the syrup-like viscous fluid flows inside the porous material is utilized, a large stable damping force can be obtained, and not only the property of the viscous fluid but also the porous material You can adjust the damping performance depending on the type,
It is possible to adjust the damping force in a wide range.
また、弾性袋体1を狭持するだけの構造であるので、コ
ンパクトで部品点数が少なくしかも方向性がなく、さら
に、異物混入などがなくメインテナンスが容易であり施
工性にもすぐれた振動減衰装置が得られる。Further, since the elastic bag body 1 is only sandwiched, the vibration damping device is compact and has a small number of parts, no directionality, and is easy to maintain with no foreign matter mixed in and excellent in workability. Is obtained.
なお、図示の実施例では弾性袋体1を球体にしたが、こ
れは半球状や円盤状など他の適当な形状にすることもで
きる。In the illustrated embodiment, the elastic bag 1 is a sphere, but it may be a hemisphere, a disc, or any other suitable shape.
さらに、室内に設置される比較的小型軽量の構造に対し
ても同様に適用することができる。Furthermore, it can be similarly applied to a relatively small and lightweight structure installed in a room.
〔効果〕 以上の説明から明らかなごとく、本発明によれば、水平
方向に大きく弾性変位可能な重量支持用の弾性支持装置
を介して基礎上に構造物を平行方向相対変位可能に連結
支持する場合に該弾性支持装置と併用され振動減衰装置
において、高粘度のオイルまたはアスファルト等の水あ
め状粘性流体を含んだスポンジ状の変形可能な多孔質材
をゴム状弾性材の袋の中に密封して弾性袋体を形成し、
該弾性袋体を平行方向相対変位可能な基礎側の面と構造
物側の面との間に予圧縮状態でかつ転動可能な状態で保
持し、前記基礎と前記構造物が相対変位して前記弾性袋
体が転動する際に、前記水あめ状粘性流体が前記多孔質
材の内部を流動する時の流動抵抗によって、該相対変位
に対する減衰力を発生する構成とするので、構造がコン
パクトで方向性がなく、また、異物混入などがなくメイ
ンテナンスも容易であり、しかも、弾性袋体内に密封さ
れた粘性流体が多孔質材内部を流動する時の流動抵抗を
利用して大きな安定した振動減衰力を得ることができ、
多孔質材の種類によって減衰力を広い範囲で調節するこ
とができる振動減衰装置が提供される。[Effect] As is apparent from the above description, according to the present invention, the structure is connected and supported on the foundation so as to be relatively displaceable in the parallel direction via the elastic supporting device for supporting the weight that can be largely elastically displaced in the horizontal direction. In this case, a sponge-like deformable porous material containing a highly viscous oil or a syrup-like viscous fluid such as asphalt is sealed in a rubber-like elastic material bag in a vibration damping device. To form an elastic bag,
The elastic bag is held in a precompressed state and in a rollable state between a surface on the side of a base and a surface on the side of a structure that can be relatively displaced in the parallel direction, and the base and the structure are relatively displaced. When the elastic bag rolls, a flow resistance when the water-filled viscous fluid flows inside the porous material generates a damping force for the relative displacement, so that the structure is compact. There is no directionality, there is no foreign matter mixed in, and maintenance is easy. Moreover, large stable vibration damping is achieved by using the flow resistance when the viscous fluid sealed in the elastic bag flows inside the porous material. Can gain power,
Provided is a vibration damping device capable of adjusting the damping force in a wide range depending on the type of porous material.
第1図は本発明の一実施例に係る振動減衰装置の縦断面
図、第2図は第1図中の弾性袋体の未使用時の縦断面
図、第3図(A)および第3図(B)は2つの面の相対
移動に伴う弾性袋体の挙動を例示する模式的縦断面図、
第4図は基礎および構造物に固定した面盤で弾性袋体を
狭持する場合を例示する側面図、第5図は第4図中の線
V−Vから見た横断面図、第6図は弾性支持装置と本発
明に係る振動減衰装置とを併用する場合を模式的に示す
側面図、第7図は第6図中の線VII-VIIから見た横断面
図、第8図および第9図はそれぞれ従来の振動減衰装置
を例示する模式的縦断面図である。 1……弾性袋体、2……粘性流体、3……多孔質材、4
……袋、5,6……2つの面。FIG. 1 is a vertical cross-sectional view of a vibration damping device according to an embodiment of the present invention, FIG. 2 is a vertical cross-sectional view of the elastic bag body in FIG. 1 when not in use, FIG. 3 (A) and FIG. FIG. 2B is a schematic vertical sectional view illustrating the behavior of the elastic bag body with the relative movement of the two surfaces,
FIG. 4 is a side view illustrating a case where an elastic bag is held by a face plate fixed to a foundation and a structure, FIG. 5 is a cross-sectional view taken along the line VV in FIG. 4, and FIG. FIG. 7 is a side view schematically showing a case where an elastic support device and a vibration damping device according to the present invention are used together, FIG. 7 is a cross-sectional view taken along the line VII-VII in FIG. 6, FIG. FIG. 9 is a schematic vertical sectional view illustrating a conventional vibration damping device. 1 ... Elastic bag, 2 ... Viscous fluid, 3 ... Porous material, 4
…… Bag, 5,6 …… Two sides.
Claims (1)
用の弾性支持装置を介して基礎上に構造物を平行方向相
対変位可能に連結支持する場合に該弾性支持装置と併用
され振動減衰装置において、 高粘度のオイルまたはアスファルト等の水あめ状の粘性
流体を含んだスポンジ状の変形可能な多孔質材をゴム状
弾性材の袋の中に密封して弾性袋体を形成し、該弾性袋
体を平行方向相対変位可能な基礎側の面と構造物側の面
との間に予圧縮状態でかつ転動可能な状態で保持し、前
記基礎と前記構造物が相対変位して前記弾性袋体が転動
する際に、前記水あめ状の粘性流体が前記多孔質材の内
部を流動する時の流動抵抗によって、該相対変位に対す
る減衰力を発生することを特徴とする振動減衰装置。1. A vibration damping device used together with an elastic supporting device when a structure is connected and supported on a foundation via a weight supporting elastic supporting device which can be largely elastically displaced in the horizontal direction so as to be relatively displaceable in the parallel direction. In, a sponge-like deformable porous material containing a syrup-like viscous fluid such as high-viscosity oil or asphalt is sealed in a rubber-like elastic material bag to form an elastic bag body. The body is held in a pre-compressed state and in a rollable state between the surface on the side of the base and the surface on the side of the structure that can be relatively displaced in the parallel direction, and the base and the structure are relatively displaced to cause the elastic bag. A vibration damping device, wherein when the body rolls, a damping force for the relative displacement is generated by a flow resistance when the starch syrup-like viscous fluid flows inside the porous material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP60149432A JPH0723741B2 (en) | 1985-07-08 | 1985-07-08 | Vibration damping device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP60149432A JPH0723741B2 (en) | 1985-07-08 | 1985-07-08 | Vibration damping device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS629045A JPS629045A (en) | 1987-01-17 |
JPH0723741B2 true JPH0723741B2 (en) | 1995-03-15 |
Family
ID=15474980
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP60149432A Expired - Lifetime JPH0723741B2 (en) | 1985-07-08 | 1985-07-08 | Vibration damping device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0723741B2 (en) |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0720284Y2 (en) * | 1988-05-06 | 1995-05-15 | 住友ゴム工業株式会社 | Seismic isolation device |
JPH01293213A (en) * | 1988-05-20 | 1989-11-27 | Tokico Ltd | Vehicle height adjustment system |
JPH0640242Y2 (en) * | 1988-11-05 | 1994-10-19 | オイレス工業株式会社 | Seismic isolation support unit |
JP2691471B2 (en) * | 1990-08-22 | 1997-12-17 | 株式会社ブリヂストン | Seismic isolation support device |
JPH09157450A (en) * | 1995-12-13 | 1997-06-17 | Nippon Petrochem Co Ltd | Fluid composition having high viscosity and vibration energy damping apparatus using the composition |
JP2010175053A (en) * | 2009-02-02 | 2010-08-12 | Ihi Infrastructure Systems Co Ltd | Sliding bearing device |
JP6148435B2 (en) * | 2012-04-20 | 2017-06-14 | 株式会社東芝 | Refueling machine |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4930792U (en) * | 1972-06-21 | 1974-03-16 |
-
1985
- 1985-07-08 JP JP60149432A patent/JPH0723741B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPS629045A (en) | 1987-01-17 |
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