JP2002021918A - Vibration isolation device - Google Patents

Vibration isolation device

Info

Publication number
JP2002021918A
JP2002021918A JP2000199506A JP2000199506A JP2002021918A JP 2002021918 A JP2002021918 A JP 2002021918A JP 2000199506 A JP2000199506 A JP 2000199506A JP 2000199506 A JP2000199506 A JP 2000199506A JP 2002021918 A JP2002021918 A JP 2002021918A
Authority
JP
Japan
Prior art keywords
vibration
hydraulic cylinder
cylinder device
oil chamber
inner member
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.)
Granted
Application number
JP2000199506A
Other languages
Japanese (ja)
Other versions
JP3829592B2 (en
Inventor
Mitsuru Kageyama
満 蔭山
Yoshitaka Takeuchi
義高 竹内
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Obayashi Corp filed Critical Obayashi Corp
Priority to JP2000199506A priority Critical patent/JP3829592B2/en
Publication of JP2002021918A publication Critical patent/JP2002021918A/en
Application granted granted Critical
Publication of JP3829592B2 publication Critical patent/JP3829592B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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

Abstract

PROBLEM TO BE SOLVED: To provide vibration isolation device capable of effectively preventing the rocking vibration while attaining a long period of vibration isolation object by using air springs capable of minimizing the height. SOLUTION: The air springs 13 have an inside member 15 projected upward from a base board 15, an outside member 16 for covering an upper end part of the inside member 15 at a proper interval and a rolling seal member 17 for sealing these inside member 15 and outside member 16 while allowing a relative movement of both. Respectively pairs of hydraulic cylinder devices 14 and 14a are arranged in both left and right end parts and both front and rear end parts of a building 11. An upper oil chamber of one hydraulic cylinder device 14 is communicated with a lower oil chamber of the other hydraulic cylinder device 14a, and a lower oil chamber of one hydraulic cylinder device 14 is communicated with an upper oil chamber of the other hydraulic cylinder device 14a.

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】本発明は免振装置にかかり、
とりわけ空気ばねを用いて構造物の効果的な長周期化を
可能にするとともに、その場合の免振対象物のロッキン
グ振動を防止するようにした免振装置に関する。
TECHNICAL FIELD The present invention relates to a vibration isolator,
In particular, the present invention relates to an anti-vibration device that enables an effective long period of a structure using an air spring and prevents rocking vibration of an object to be isolated in that case.

【0002】[0002]

【従来の技術】免振装置は、地盤や床などの振動が入力
されるベースと、このベース上に設置される建物や精密
機器、その他の振動を嫌う設備や装置、物品などの免振
対象物との間に、いわゆる長周期化手段を設け、この長
周期化手段によって免振対象物側の固有周期をベースに
入力される振動の周期よりも長周期化して、ベースから
免振対象物へと入力される振動を低減するようになって
いる。
2. Description of the Related Art An anti-vibration device is a base to which vibrations of the ground and floor are input, and a vibration-damping object such as a building, precision equipment, other equipment or devices that dislike vibration, and articles installed on the base. A so-called period increasing means is provided between the base and the vibration-isolating target object. The vibration input to is reduced.

【0003】長周期化手段としては、積層ゴムやコイル
ばね、更には空気ばねなどに代表される各種の弾性体が
採用されている。特に空気ばねは空気の圧縮弾性を利用
したばねであるため、他のばねに比べて柔らかく、免振
対象物の長周期化に優れた特性を示す。このため、空気
ばねを免振装置として用いることが好ましく、該空気ば
ねの上下ばね力や水平ばね力(横剛性)を利用すること
により優れた免振装置を提供することができる。
[0003] Various elastic bodies represented by laminated rubber, coil springs, air springs and the like are employed as the period increasing means. In particular, since the air spring is a spring that utilizes the compression elasticity of air, it is softer than other springs, and exhibits excellent characteristics in prolonging the period of the vibration-isolated object. For this reason, it is preferable to use an air spring as a vibration isolator, and an excellent vibration isolator can be provided by utilizing the vertical spring force and horizontal spring force (lateral rigidity) of the air spring.

【0004】ところで、上記空気ばねとしては一般的に
はベローズ型空気ばねが用いられ、その代表的な構造
は、山および谷が周方向に形成されて蛇腹状となった筒
状のゴムベローズと、その上下を覆う金属製の面板と、
ゴムベローズの谷部分に嵌合される中間リングとを備え
て構成される。そして、該空気ばねの上下ばねは、ゴム
ベローズ内に封入された空気が該ゴムベローズの伸縮を
伴って圧縮されるときの弾性力によって得られる一方、
水平ばねは、封入された空気圧に依存して発生する復元
力とゴムベローズの剛性的性質とによって得られる。
A bellows type air spring is generally used as the air spring. A typical structure thereof is a bellows-shaped cylindrical rubber bellows having peaks and valleys formed in the circumferential direction. , And a metal face plate that covers the top and bottom,
An intermediate ring fitted to the valley portion of the rubber bellows. The vertical spring of the air spring is obtained by the elastic force when the air sealed in the rubber bellows is compressed with the expansion and contraction of the rubber bellows,
The horizontal spring is obtained by the restoring force generated depending on the enclosed air pressure and the rigid nature of the rubber bellows.

【0005】ところで、上記ベローズ型空気ばねは大荷
重の免振対象物の支持性を高めるためゴムベローズの高
さ、つまり蛇腹の段数を少なくしたものを使用すると、
空気室の容積が小さくなるため、ベースと免振対象物と
の間の相対的な上下振幅に対して空気圧が過剰に上昇
し、ゴムベローズが許容量を超えて膨出するなどして耐
久性に問題が生ずる。そこで、空気圧の過剰な上昇を抑
えるために空気室の容積を増大しようとすると、ゴムベ
ローズの段数を増やして空気ばねを高くすることにな
る。しかし、このように空気ばねを高くするとゴムベロ
ーズは座屈を起こし易くなり、大地震を対象とした大荷
重や大振幅に対処するのが困難になってしまう。
[0005] By the way, the bellows-type air spring, which has a reduced height of rubber bellows, that is, a number of bellows steps, is used in order to enhance the supportability of the vibration-isolated object with a large load.
Since the volume of the air chamber is small, the air pressure rises excessively with respect to the relative vertical amplitude between the base and the vibration-isolated object, and the rubber bellows expand beyond the allowable amount, resulting in durability. Problems arise. Therefore, in order to increase the volume of the air chamber in order to suppress an excessive rise in the air pressure, the number of rubber bellows is increased to increase the air spring. However, when the air spring is raised in this way, the rubber bellows easily buckles, and it becomes difficult to cope with a large load and a large amplitude intended for a large earthquake.

【0006】[0006]

【発明が解決しようとする課題】そこで、上記ゴムベロ
ーズの座屈を回避する方法として、本発明者は上記ベロ
ーズ型空気ばねに代えてローリングシール型空気ばねを
用いることを提案するもので、このローリングシール型
空気ばねは、相互に適宜間隔を設けて同心配置される中
実の内側部材および中空筒体状の外側部材と、これら内
側部材の外周と外側部材の内周との水平方向隙間に垂れ
下がるように折り返されて配置される可撓性筒状のロー
リングシール部材とを備えて構成される。ローリングシ
ール部材はその中間部分を折り返し、その内周部分を内
側部材外周に沿わせてその端部を該内側部材の上端部に
気密に取り付けるとともに、外周部分を外側部材内周に
沿わせてその端部を該外側部材の上端部に気密に取り付
け、内側部材と外側部材との間に形成される空気室を密
封する。
Therefore, as a method for avoiding the buckling of the rubber bellows, the present inventor proposes to use a rolling seal type air spring instead of the bellows type air spring. The rolling seal type air spring is provided with a solid inner member and a hollow cylindrical outer member which are arranged concentrically at appropriate intervals, and a horizontal gap between the outer periphery of the inner member and the inner periphery of the outer member. And a flexible cylindrical rolling seal member that is folded back so as to hang down. The rolling seal member is folded back at its intermediate portion, its inner peripheral portion is fitted along the outer periphery of the inner member, and its end is hermetically attached to the upper end of the inner member, and its outer peripheral portion is placed along the inner periphery of the outer member. The end is hermetically attached to the upper end of the outer member to seal an air chamber formed between the inner and outer members.

【0007】そして、振動入力により内側部材と外側部
材とが上下方向に相対変位すると、ローリングシール部
材は水平方向隙間で折り返し部分が繰り上げられたり、
繰り下げられるようになっている。このとき、該空気室
に作用する圧力はローリングシール部材に作用するので
あるが、該ローリングシール部材の折り返し部分は内側
部材と外側部材との水平方向隙間を閉塞する部分であ
り、この折り返し部分で空気室内圧を受け止めることに
なる。これにより、上記空気室の容積変化が許容され、
ローリングシール形空気ばねでは、その全高を低く抑え
つつ長周期化を達成することができる。
When the inner member and the outer member are vertically displaced relative to each other due to vibration input, the folded portion of the rolling seal member is lifted up by a horizontal gap,
It can be brought down. At this time, the pressure acting on the air chamber acts on the rolling seal member, and the folded portion of the rolling seal member is a portion that closes a horizontal gap between the inner member and the outer member, and the folded portion is It will receive the pressure in the air chamber. Thereby, the volume change of the air chamber is allowed,
In the rolling seal type air spring, it is possible to achieve a longer cycle while keeping the overall height low.

【0008】一方、このように空気ばねを用いた場合、
これの柔らかいばねは免振対象物の長周期化に有利に働
くのであるが、その反面、免振対象物にロッキング振動
が発生し易くなってしまうという課題があった。
On the other hand, when the air spring is used as described above,
Although such a soft spring works advantageously for increasing the period of the vibration-isolated object, there is a problem that rocking vibration is easily generated on the vibration-isolated object.

【0009】そこで、本発明はかかる従来の課題に鑑み
て成されたもので、高さを低く抑制することができる空
気ばねを用いて免振対象物の長周期化を達成しつつ、そ
のロッキング振動を効果的に防止することができる免振
装置を提供することを目的とする。
In view of the foregoing, the present invention has been made in view of the above-mentioned conventional problems, and achieves a longer period of the vibration-isolated object by using an air spring whose height can be suppressed to a low level, while locking the object. It is an object of the present invention to provide a vibration isolator capable of effectively preventing vibration.

【0010】[0010]

【課題を解決するための手段】かかる目的を達成するた
めに本発明の免振装置は、振動が入力されるベースと該
ベース上方の免振対象物との間に設けられ、これらベー
スまたは免振対象物の一方から他方側に向かって突出さ
れる内側部材と、上記ベースまたは上記免振対象物の他
方から一方側に向かって突出され、上下方向および水平
方向に適宜間隔を隔てて上記内側部材の外周を囲繞する
中空筒状体の外側部材と、これら外側部材の内周と内側
部材の外周との水平方向隙間に垂れ下がるように折り返
されて配置され、その内周部分を該内側部材外周に沿わ
せてその内側端部を当該内側部材に気密に取り付けると
ともに、その外周部分を該外側部材内周に沿わせてその
外側端部を当該外側部材に気密に取り付けて、上記ベー
スと上記免振対象物との上下相対変位に伴うこれら内側
部材と外側部材との上下相対変位に応じて該水平方向隙
間内で繰り上げ繰り下げ変位されるとともに、当該水平
方向隙間から該外側部材と該内側部材との間にわたって
気体封入空間を形成する可撓性筒状のローリングシール
部材とを備えるとともに、前記ベースと前記免振対象物
との間に、該免振対象物に発生するロッキング振動の揺
動中心の両側に一対、水平方向に適宜間隔を隔てて上下
方向に油圧シリンダー装置を配置し、一方の油圧シリン
ダー装置の上方油室と他方の油圧シリンダー装置の下方
油室、かつ該一方の油圧シリンダー装置の下方油室と該
他方の油圧シリンダー装置の上方油室をそれぞれ連通し
たことを特徴とする。
In order to achieve the above object, a vibration isolator according to the present invention is provided between a base to which vibration is input and an object to be isolated above the base. An inner member protruding from one side of the vibration target toward the other side, and an inner member protruding from the other side of the base or the vibration-isolation target toward the one side, and appropriately spaced apart in the vertical and horizontal directions. An outer member of a hollow cylindrical body surrounding the outer periphery of the member, and the outer member is folded back so as to hang down in a horizontal gap between the inner periphery of the outer member and the outer periphery of the inner member. The inner end of the base member is hermetically attached to the inner member, and the outer peripheral portion thereof is hermetically attached to the outer member along the inner periphery of the outer member. Vibration target Along with the vertical relative displacement of the inner member and the outer member with the vertical relative displacement of the inner member and the outer member, the inner member and the outer member are displaced up and down in the horizontal gap, and from the horizontal gap between the outer member and the inner member. A flexible cylindrical rolling seal member forming a gas-enclosed space, and between the base and the vibration-isolated object, on both sides of a rocking center of rocking vibration generated in the vibration-isolated object. A pair of hydraulic cylinder devices are arranged vertically at appropriate intervals in the horizontal direction, and an upper oil chamber of one hydraulic cylinder device, a lower oil chamber of the other hydraulic cylinder device, and a lower oil chamber of the one hydraulic cylinder device. The chamber and the upper oil chamber of the other hydraulic cylinder device communicate with each other.

【0011】これにより、対を成す油圧シリンダー装置
の油室は、ロッキング振動の発生時に加圧側どうしおよ
び減圧側どうしが相互に連通されて、それぞれの封入油
の非圧縮性により免振対象物のロッキング振動を防止す
ることができる。
With this arrangement, when the rocking vibration occurs, the oil chambers of the paired hydraulic cylinder devices communicate with each other on the pressurized side and the depressurized side. Rocking vibration can be prevented.

【0012】また、前記油圧シリンダー装置と上記ベー
スまたは上記免振対象物との間に、これらの水平方向相
対移動を案内する水平移動案内手段を設けていて、上下
免振のみならず水平免振を有効に作用させることができ
る。
Further, between the hydraulic cylinder device and the base or the object to be vibration-isolated, horizontal movement guide means for guiding the relative movement in the horizontal direction is provided. Can work effectively.

【0013】[0013]

【発明の実施の形態】以下に、本発明の実施形態を添付
図面を参照して詳細に説明する。図1〜図4は本発明の
免振装置の一実施形態を示し、図1は免振装置の全体構
成を示す断面正面図、図2は空気ばねの拡大断面図、図
3は図2中のA−A線断面図、図4は油圧シリンダー装
置の配置構成を示す要部拡大断面図である。
Embodiments of the present invention will be described below in detail with reference to the accompanying drawings. 1 to 4 show an embodiment of a vibration isolator according to the present invention. FIG. 1 is a sectional front view showing the entire structure of the vibration isolator, FIG. 2 is an enlarged sectional view of an air spring, and FIG. FIG. 4 is an enlarged sectional view of a main part showing the arrangement of the hydraulic cylinder device.

【0014】本実施形態の免振装置10は建物11を免
振対象物とした場合を例にとって示し、図1に示すよう
に該建物11とベースとしての基礎12との間に、空気
などの気体が封入される空気ばね13および対を成す油
圧シリンダー装置14,14aを介在することにより概
略構成され、空気ばね13の柔らかいばね力により建物
12の固有周期を長周期化するとともに、油圧シリンダ
ー装置14,14aによって建物12のロッキング振動
を防止するようになっている。
The vibration isolator 10 according to the present embodiment shows a case where a building 11 is used as a vibration isolating object. As shown in FIG. 1, air or the like is provided between the building 11 and a foundation 12 as a base. It is schematically constituted by interposing an air spring 13 filled with gas and a pair of hydraulic cylinder devices 14 and 14a. The natural period of the building 12 is extended by the soft spring force of the air spring 13 and the hydraulic cylinder device is used. The rocking vibration of the building 12 is prevented by 14, 14a.

【0015】上記空気ばね13はローリングシール型空
気ばね(以下、単に空気ばねと称する)として構成さ
れ、この空気ばね13は図2に示すように基礎12側か
ら上方に突設される内側部材15と、建物11側から下
方に突設され、上下方向および水平方向に適宜間隔を隔
てて内側部材15の外周を囲繞する中空筒体状の外側部
材16と、これら内側部材15と外側部材16との間を
両者の相対移動を許容しつつ密封するローリングシール
部材17とを備えて構成される。
The air spring 13 is formed as a rolling seal type air spring (hereinafter, simply referred to as an air spring). As shown in FIG. 2, the air spring 13 is an inner member 15 projecting upward from the foundation 12 side. A hollow cylindrical outer member 16 projecting downward from the building 11 side and surrounding the outer periphery of the inner member 15 at appropriate intervals in the vertical and horizontal directions; and the inner member 15 and the outer member 16. And a rolling seal member 17 that seals the space between them while permitting relative movement between them.

【0016】上記内側部材15は、基礎12に固定され
る基板15a上に突設され、前記外側部材16に対向す
る上端部が開口部15bをもって開放されるとともに、
該開口部15bに連通する中空室15cが形成されて中
空円筒状に形成され、かつ該内側部材15の下端部は上
記基板15aに一体に固定されて閉塞される。
The inner member 15 protrudes from a substrate 15a fixed to the base 12, and an upper end facing the outer member 16 is opened through an opening 15b.
A hollow chamber 15c communicating with the opening 15b is formed to have a hollow cylindrical shape, and a lower end of the inner member 15 is integrally fixed to the substrate 15a and closed.

【0017】一方、上記外側部材16は内側部材15の
上端に適宜間隔を隔てて対向される端板16aと、この
端板16aの外周から環状に垂下される周壁16bとに
よって断面逆U字状に形成され、図3に示すように該周
壁16bが上記内側部材15の上端部外周を適宜間隔を
隔てて同心円状に囲繞するようになっており、かつ上記
端板16aは建物11の下面に固定される。そして、前
記内側部材15の中空室15cから開口部15bを経て
前記外側部材16の天板16aおよび上記ローリングシ
ール部材17によって閉塞される空間部が主気体封入空
間18として構成される。
On the other hand, the outer member 16 has an inverted U-shaped cross section formed by an end plate 16a opposed to the upper end of the inner member 15 at an appropriate interval and a peripheral wall 16b suspended annularly from the outer periphery of the end plate 16a. As shown in FIG. 3, the peripheral wall 16b concentrically surrounds the outer periphery of the upper end portion of the inner member 15 at appropriate intervals, and the end plate 16a is provided on the lower surface of the building 11. Fixed. The space closed by the top plate 16a of the outer member 16 and the rolling seal member 17 from the hollow chamber 15c of the inner member 15 via the opening 15b is formed as a main gas filled space 18.

【0018】上記ローリングシール部材17は、上記内
側部材15の外周と上記外側部材16の周壁16bの内
周との間の水平方向隙間に配置されるもので、前記主気
体封入空間18側から外方(図中下方)に向かって並列
に配置される第1シール部材19と第2シール部材20
とによって構成される。これら第1,第2シール部材1
9,20は繊維補強されたゴムを素材として自然状態で
円筒状を成すようにそれぞれ成形され、その中間部分を
片側が裏返されるように折り返して、その折り返し部分
が上記内側部材15と上記外側部材16とに跨って取り
付けられる。
The rolling seal member 17 is disposed in a horizontal gap between the outer periphery of the inner member 15 and the inner periphery of the peripheral wall 16b of the outer member 16, and is disposed outside the main gas filled space 18 side. Seal member 19 and second seal member 20 arranged in parallel toward
It is constituted by and. These first and second seal members 1
Reference numerals 9 and 20 are each formed of a fiber-reinforced rubber as a raw material so as to form a cylindrical shape in a natural state, and a middle portion thereof is folded back so that one side is turned over. It is attached across the member 16.

【0019】即ち、上記第1,第2シール部材19,2
0は中間部分で折り返されることにより、裏返される側
の一端部が外周部分19a,20aとなり、その反対側
の他端部が内周部分19b,20bとなる。そして、内
周部分19b,20bを上記内側部材15の上端部外周
に沿わせるとともに、外周部分19a,20aを上記外
側部材16の周壁16b内周に沿わせる。このとき、上
記内周部分19b,20bおよび外周部分19a,20
aの各端部は、それぞれが沿う内側部材15および外側
部材16に気密に固定される。この状態で上記第1,第
2シール部材19,20は、その折り返し部分19c,
20cが内側部材15の外周と外側部材16の内周との
間に垂れ下がった状態でそれら両者間を密封し、これら
内側部材15および外側部材16と第1シール部材19
とで囲まれた空間部が上記主気体封入空間18として構
成されるとともに、第1シール部材19と第2シール部
材20で囲まれた空間部が副気体封入空間21として構
成される。
That is, the first and second seal members 19, 2
When 0 is folded back at the intermediate portion, one end on the flipped side becomes outer peripheral portions 19a and 20a, and the other end on the opposite side becomes inner peripheral portions 19b and 20b. Then, the inner peripheral portions 19b and 20b are made to extend along the outer periphery of the upper end portion of the inner member 15, and the outer peripheral portions 19a and 20a are made to extend along the inner periphery of the peripheral wall 16b of the outer member 16. At this time, the inner peripheral parts 19b, 20b and the outer peripheral parts 19a, 20
Each end of a is air-tightly fixed to the inner member 15 and the outer member 16 along which each ends. In this state, the first and second seal members 19 and 20 are folded back 19c,
20c hangs down between the outer periphery of the inner member 15 and the inner periphery of the outer member 16 to seal between them, and the inner member 15, the outer member 16 and the first seal member 19 are sealed.
Are formed as the main gas filled space 18, and a space surrounded by the first seal member 19 and the second seal member 20 is formed as a sub gas filled space 21.

【0020】従って、このように構成された空気ばね1
3は地震などの振動が入力されることにより、基礎12
と建物11とが相対的に上下変位すると、これに伴って
内側部材15と外側部材16が上下方向に相対変位し
て、これら両者間に形成される主気体封入空間18内の
容積変化を伴いつつ空気圧が変化される。このように主
気体封入空間18が容積変化される際、第1,第2シー
ル部材19,20は内周部分19b,20bと外周部分
19a,20aが内側部材15外周と外側部材16内周
に交互に繰り上げ繰り下げされることになる。
Therefore, the air spring 1 constructed as described above is used.
Reference numeral 3 denotes a base 12 when vibration such as an earthquake is input.
When the building 11 and the building 11 are relatively displaced up and down, the inner member 15 and the outer member 16 are displaced up and down relative to this, resulting in a change in the volume in the main gas-filled space 18 formed therebetween. While the air pressure is changed. When the volume of the main gas filled space 18 is changed in this manner, the first and second seal members 19 and 20 have the inner peripheral portions 19b and 20b and the outer peripheral portions 19a and 20a formed on the outer periphery of the inner member 15 and the inner periphery of the outer member 16. They will be moved up and down alternately.

【0021】また、上記第1,第2シール部材19,2
0間に構成される副気体封入空間21には、上記主気体
封入空間18の空気圧P1より低い空気圧P2を封入し
て、第1シール部材19の折り返し部分19cにそれら
の差圧(P1−P2)を作用させるとともに、第2シール
部材20の折り返し部分20cに低い空気圧P2を作用
させるようにして、これら折り返し部分19c,20c
が負担する実質的な圧力を低減するようになっている。
これによりローリングシール部材17の耐久性を向上
し、ひいては空気ばね13の支持荷重を高めることがで
きるようになっている。
The first and second seal members 19, 2
The air pressure P2 lower than the air pressure P1 of the main gas-filled space 18 is sealed in the sub-gas-filled space 21 formed between 0, and the differential pressure (P1-P2) is applied to the folded portion 19c of the first seal member 19. ) And a low air pressure P2 is applied to the folded portion 20c of the second seal member 20, so that the folded portions 19c and 20c
To reduce the substantial pressure borne by.
Thereby, the durability of the rolling seal member 17 can be improved, and the supporting load of the air spring 13 can be increased.

【0022】前記対を成す油圧シリンダー装置14,1
4aは、本実施形態では図1に示したように建物11の
左右両端部に1組が配置されるとともに、図示省略した
が前後方向(紙面直角方向)両端部に1組が配置され
る。これら油圧シリンダー装置14,14aは、作動油
を封入したシリンダー22と、このシリンダー22内に
摺動自在に嵌合されるピストン23と、このピストン2
3に結合されてシリンダー22から出没されるピストン
ロッド24とを備えて構成され、上記シリンダー22内
はピストン23によって上方油室22aと下方油室22
bとに画成される。
The paired hydraulic cylinder devices 14, 1
In this embodiment, as shown in FIG. 1, one set of 4a is arranged at both left and right ends of the building 11, and one set is arranged at both ends (not shown) in the front-rear direction (perpendicular to the paper surface). The hydraulic cylinder devices 14 and 14a include a cylinder 22 filled with hydraulic oil, a piston 23 slidably fitted in the cylinder 22, and a piston 2
3 and a piston rod 24 which is protruded and retracted from the cylinder 22. The inside of the cylinder 22 is provided with an upper oil chamber 22a and a lower oil chamber 22 by a piston 23.
b.

【0023】前記シリンダー22は、建物11の下面に
固定される取付座25に一体に取付けられるとともに、
該シリンダー22から下方に突出する上記ピストンロッ
ド24の先端部には受座26が取付けられ、この受座2
6は水平移動案内手段としてのリニアーベアリングレー
ル27を介して基礎12に支持される。該リニアーベア
リングレール27は上下2段のレールを直交させて、前
後左右の水平移動が案内されるように構成されている。
The cylinder 22 is integrally mounted on a mounting seat 25 fixed to the lower surface of the building 11,
At the tip of the piston rod 24 projecting downward from the cylinder 22, a seat 26 is attached.
6 is supported on the foundation 12 via a linear bearing rail 27 as horizontal movement guide means. The linear bearing rail 27 is configured such that the upper and lower two-level rails are orthogonal to each other, and the horizontal movement in the front, rear, left and right directions is guided.

【0024】ここで、本実施形態では図4に示すように
前記対を成す油圧シリンダー装置14,14aのうち一
方の油圧シリンダー装置14の上方油室22aと他方の
油圧シリンダー装置14aの下方油室22bとを連通管
28を介して連通するとともに、該一方の油圧シリンダ
ー装置14の下方油室22bと該他方の油圧シリンダー
装置14aの上方油室22aとを連通管28aを介して
連通してある。
In this embodiment, as shown in FIG. 4, an upper oil chamber 22a of one of the pair of hydraulic cylinder devices 14, 14a and a lower oil chamber of the other hydraulic cylinder device 14a, as shown in FIG. 22b and the lower oil chamber 22b of the one hydraulic cylinder device 14 and the upper oil chamber 22a of the other hydraulic cylinder device 14a are communicated via a communication pipe 28a. .

【0025】以上の構成により本実施形態の免振装置1
0にあっては、空気ばね13は入力振動の上下振動成分
により内側部材15と外側部材16とが上下方向に相対
変位されると、これに伴って主気体封入空間18内が圧
力変化され、このときの空気の圧縮弾性により上下ばね
機能が発揮されて、建物11の上下方向の固有周期を長
周期化して効果的に上下免振される。この場合、前記空
気ばね13はローリングシール型として構成されること
により、内側部材15と外側部材16とが上下方向に相
対変位すると、内側部材15外周に沿う第1,第2シー
ル部材19,20の内周部分19b,20bと、外側部
材16内周に沿う第1,第2シール部材19,20の外
周部分19a,20aが交互に繰り上げ繰り下げられ
て、上記主気体封入空間18の容積変化が許容されるた
め、空気ばね13の高さを低く抑制しつつ長周期化を達
成することができる。
With the above configuration, the vibration isolator 1 of the present embodiment is provided.
In the case of 0, when the inner member 15 and the outer member 16 are relatively displaced in the vertical direction by the vertical vibration component of the input vibration, the air spring 13 changes the pressure in the main gas filled space 18 accordingly, At this time, the vertical elastic function of the building 11 is extended by the compression elasticity of the air, so that the natural period of the building 11 in the vertical direction is made longer so that the vertical vibration is effectively eliminated. In this case, since the air spring 13 is configured as a rolling seal type, when the inner member 15 and the outer member 16 are relatively displaced in the vertical direction, the first and second seal members 19 and 20 along the outer periphery of the inner member 15. And the outer peripheral portions 19a and 20a of the first and second seal members 19 and 20 along the inner periphery of the outer member 16 are alternately moved up and down, so that the volume change of the main gas filled space 18 is reduced. Since it is permitted, it is possible to achieve a long cycle while suppressing the height of the air spring 13 to be low.

【0026】また、この上下振動の入力時には建物11
の前後左右にそれぞれ設けられた対を成す油圧シリンダ
ー装置14,14aは、それぞれの上方油室22aと下
方油室22bの油圧が両油圧シリンダー装置14,14
aで相互に同位相で変化される。このため、双方の油圧
シリンダー装置14,14aの上,下方油室22,22
aのうち、一方の油圧シリンダー装置14の加圧側は連
通管28,28aの一方を介して他方の油圧シリンダー
装置14aの減圧側に逃がされ、かつ他方の油圧シリン
ダー装置14aの加圧側は連通管28,28aの他方を
介して一方の油圧シリンダー装置14の減圧側に逃がさ
れることになる。このため、建物11の上下免振に対し
て上記油圧シリンダー装置14,14aが抵抗となるの
が防止される。
At the time of inputting the vertical vibration, the building 11
The pair of hydraulic cylinder devices 14, 14a provided on the front, rear, left, and right sides of the upper and lower hydraulic chambers 22a, 22b respectively provide hydraulic pressure in the upper oil chamber 22a and the lower oil chamber 22b.
At a, they are changed in phase with each other. Therefore, the upper and lower oil chambers 22, 22 of both hydraulic cylinder devices 14, 14a are provided.
a, the pressurized side of one hydraulic cylinder device 14 is released to the decompressed side of the other hydraulic cylinder device 14a through one of the communication pipes 28 and 28a, and the pressurized side of the other hydraulic cylinder device 14a is communicated. The oil is released to the pressure reducing side of one hydraulic cylinder device 14 through the other of the pipes 28 and 28a. For this reason, the hydraulic cylinder devices 14 and 14a are prevented from becoming a resistance against vertical vibration isolation of the building 11.

【0027】また、前記油圧シリンダー装置14,14
aは、リニアーベアリングレール27を介して基礎12
に対して水平方向のあらゆる方向に相対変位自在となっ
ているため、水平振動成分が入力された場合にこれらが
破損されることを防止できる。
The hydraulic cylinder devices 14, 14
a is the base 12 via the linear bearing rail 27.
Can be displaced relative to all directions in the horizontal direction, so that when horizontal vibration components are input, they can be prevented from being damaged.

【0028】なお、空気ばね13は、上記入力振動の水
平振動成分に対しても、内側部材15と外側部材16と
が水平方向に相対変位されると、主気体封入空間18に
封入された空気圧に依存して発生する復元力と第1,第
2シール部材19,20の剛性的性質によって水平ばね
機能が発揮され、建物11の水平方向の固有周期を長周
期化して水平免振することができる。
When the inner member 15 and the outer member 16 are relatively displaced in the horizontal direction with respect to the horizontal vibration component of the input vibration, the air spring 13 also controls the air pressure sealed in the main gas sealing space 18. The horizontal spring function is exerted by the restoring force generated depending on the above and the rigid properties of the first and second seal members 19 and 20, and the horizontal natural period of the building 11 can be lengthened and horizontal vibration isolation can be achieved. it can.

【0029】つまり、本実施形態の免振装置10は、前
記リニアーベアリングレール27を設けたことにより、
上記空気ばね13による上下免振機能および水平免振機
能を有効に活用して効果的な三次元免振を達成すること
ができる。勿論、上下免振のみを行わせる場合は上記リ
ニアーベアリングレール27を用いる必要性は無くな
る。
That is, the vibration isolator 10 of the present embodiment has the linear bearing rail 27,
Effective three-dimensional vibration isolation can be achieved by effectively utilizing the vertical vibration isolation function and the horizontal vibration isolation function of the air spring 13. Of course, when only vertical vibration isolation is performed, the necessity of using the linear bearing rail 27 is eliminated.

【0030】ところで、本実施形態の免振装置10で
は、ばねが柔らかい空気ばね13を用いて建物11の免
振が行われるため、この建物11にはロッキング振動が
発生し易くなる。即ち、このロッキング振動は、建物1
1の前後または左右の水平方向両端部が逆位相で上下揺
動される振動であり、本実施形態では該ロッキング振動
が生じる際、上記油圧シリンダー装置14,14aの上
方油室22aおよび下方油室22b内の油圧でこれに抵
抗するようになっている。
By the way, in the vibration isolator 10 of the present embodiment, the vibration of the building 11 is performed using the air spring 13 having a soft spring, so that the building 11 is liable to generate rocking vibration. That is, this rocking vibration is caused by the building 1
In this embodiment, when the rocking vibration occurs, the upper oil chamber 22a and the lower oil chamber of the hydraulic cylinder devices 14, 14a are vibrated in such a manner that the front and rear or left and right horizontal ends of the hydraulic cylinder device 1 are vertically oscillated in opposite phases. The oil pressure in 22b resists this.

【0031】つまり、一方の油圧シリンダー装置14の
上方油室22aと他方の油圧シリンダー装置14aの下
方油室22bとは共に加圧または減圧されるとともに、
一方の油圧シリンダー装置14の下方油室22bと他方
の油圧シリンダー装置14aの上方油室22aとは共に
減圧または加圧される。従って、上記油圧シリンダー装
置14,14a間を連通する連通管28,28aは、油
圧シリンダー装置14,14aそれぞれの加圧側どうし
および減圧側どうしを連通することになる。このとき、
それぞれのシリンダー22に封入される作動油は非圧縮
性であるため、対を成す油圧シリンダー装置14,14
aはそれぞれのピストン23の移動が阻止され、これに
よって基礎12に対して建物11の上下変位を阻止して
ロック状態にできるため、建物11のロッキング振動を
防止することができる。
That is, both the upper oil chamber 22a of one hydraulic cylinder device 14 and the lower oil chamber 22b of the other hydraulic cylinder device 14a are pressurized or depressurized,
The lower oil chamber 22b of one hydraulic cylinder device 14 and the upper oil chamber 22a of the other hydraulic cylinder device 14a are both depressurized or pressurized. Accordingly, the communication pipes 28, 28a communicating between the hydraulic cylinder devices 14, 14a communicate between the pressurized sides and the depressurized sides of the hydraulic cylinder devices 14, 14a, respectively. At this time,
Since the hydraulic oil sealed in each cylinder 22 is incompressible, it forms a pair of hydraulic cylinder devices 14, 14.
As for a, the movement of each piston 23 is prevented, whereby the vertical displacement of the building 11 with respect to the foundation 12 can be prevented and the building 11 can be locked, so that the rocking vibration of the building 11 can be prevented.

【0032】ところで、本実施形態では水平移動案内手
段としてリニアーベアリングレール27を用い、これを
油圧シリンダー装置14,14aと基礎12との間に配
置したが、これに限ることなく油圧シリンダー装置1
4,14aと建物11との間に配置することもできる。
勿論、水平移動案内手段としてはリニアーベアリングレ
ール27に限ることなく、水平方向の移動抵抗を少なく
できる部材または機構若しくは装置であればよい。ま
た、油圧シリンダー装置14,14aはこれらを対とし
て、建物11の前後左右の両端部に1組づつを配置した
が、これら前後左右に配置される各組の油圧シリンダー
装置14,14aは、ロッキング振動の揺動中心の両側
に対を成すように水平方向に適宜間隔を設けて配置する
ことで目的を達成することができる。
In the present embodiment, the linear bearing rail 27 is used as the horizontal movement guide means and is disposed between the hydraulic cylinder devices 14, 14a and the foundation 12, but the present invention is not limited to this.
4, 14a and the building 11 can also be arranged.
Of course, the horizontal movement guide means is not limited to the linear bearing rail 27, but may be any member, mechanism, or device that can reduce the movement resistance in the horizontal direction. In addition, the hydraulic cylinder devices 14, 14a are paired, and one set is disposed at each of the front, rear, left, and right ends of the building 11, but each of the hydraulic cylinder devices 14, 14a disposed at the front, rear, left, and right is used for locking. The object can be achieved by arranging them at appropriate intervals in the horizontal direction so as to form a pair on both sides of the oscillation center of vibration.

【0033】また、本実施形態の空気ばね13はローリ
ングシール部材17を2枚の第1,第2シール部材1
9,20で構成したが、勿論1枚若しくは3枚以上で構
成することもできる。更に、内側部材15を基礎12
側、外側部材16を建物11側に設けたが、これら内側
部材15と外側部材16を逆にして配置しても同様の機
能を得ることができる。更にまた、上記実施形態にあっ
ては、入力振動として地震を例示して説明したが、交通
振動や日常振動であっても建物11のロッキング振動を
防止しつつ免振できることはもちろんである。
Further, the air spring 13 of the present embodiment is configured such that the rolling seal member 17 is connected to the two first and second seal members 1.
Although the configuration is made up of 9, 20, it is needless to say that one or three or more can also be used. Further, the inner member 15 is
Although the side member and the outer member 16 are provided on the building 11 side, the same function can be obtained by disposing the inner member 15 and the outer member 16 in reverse. Furthermore, in the above-described embodiment, the earthquake has been described as an example of the input vibration. However, it is needless to say that the vibration can be isolated while preventing the rocking vibration of the building 11 even if it is a traffic vibration or a daily vibration.

【0034】[0034]

【発明の効果】以上説明したように本発明の免振装置
は、ローリングシール型空気ばねを用いて免振対象物の
長周期化を達成するようになっており、この場合にあっ
てベースと免振対象物との間に、免振対象物に発生する
ロッキング振動の揺動中心の両側に一対、水平方向に適
宜間隔を隔てて上下方向に油圧シリンダー装置を配置
し、一方の油圧シリンダー装置の上方油室と他方の油圧
シリンダー装置の下方油室、かつ一方の油圧シリンダー
装置の下方油室と他方の油圧シリンダー装置の上方油室
をそれぞれ連通したので、対を成す油圧シリンダー装置
の油室はロッキング振動の発生時に加圧側どうしおよび
減圧側どうしが相互に連通されて、それぞれの封入油の
非圧縮性により免振対象物のロッキング振動を防止する
ことができる。
As described above, the anti-vibration device of the present invention achieves a longer period of the vibration-isolated object by using a rolling seal type air spring. A pair of hydraulic cylinder devices are arranged vertically on the both sides of the rocking center of the rocking vibration generated on the vibration-isolated object, horizontally spaced apart from each other, and one hydraulic cylinder device The upper oil chamber of the hydraulic cylinder device and the lower oil chamber of the other hydraulic cylinder device, and the lower oil chamber of one hydraulic cylinder device and the upper oil chamber of the other hydraulic cylinder device communicate with each other. When rocking vibration occurs, the pressurized side and the depressurized side are communicated with each other, and the rocking vibration of the vibration-isolated object can be prevented by the incompressibility of each sealed oil.

【0035】また、油圧シリンダー装置とベースまたは
免振対象物との間に、これらの水平方向相対移動を案内
する水平移動案内手段を設けたので、水平振動による油
圧シリンダー装置の破損を防止できるとともに、これに
より前記空気ばねの上下免振のみならず水平免振をも有
効に活用できるようになり、三次元免振を達成すること
ができる。
Further, since the horizontal movement guide means for guiding the relative movement in the horizontal direction is provided between the hydraulic cylinder device and the base or the object to be isolated, damage to the hydraulic cylinder device due to horizontal vibration can be prevented. Thereby, not only the vertical vibration isolation but also the horizontal vibration isolation of the air spring can be effectively utilized, and the three-dimensional vibration isolation can be achieved.

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

【図1】本発明にかかる免振装置の一実施形態を示す全
体構成の断面正面図である。
FIG. 1 is a cross-sectional front view of an entire configuration showing an embodiment of a vibration isolation device according to the present invention.

【図2】本発明にかかる免振装置の一実施形態に用いら
れる空気ばねの拡大断面図である。
FIG. 2 is an enlarged sectional view of an air spring used in one embodiment of the vibration isolator according to the present invention.

【図3】本発明にかかる免振装置の一実施形態を示す図
2中のA−A線断面図である。
FIG. 3 is a cross-sectional view taken along the line AA in FIG. 2, showing one embodiment of the vibration isolator according to the present invention.

【図4】本発明にかかる免振装置の一実施形態を示す油
圧シリンダー装置の配置構成の要部拡大断面図である。
FIG. 4 is an enlarged sectional view of a main part of an arrangement configuration of a hydraulic cylinder device showing an embodiment of a vibration isolator according to the present invention.

【符号の説明】[Explanation of symbols]

10 免振装置 11 建物 12 基礎 13 ローリングシール型空気ばね 14,14a 油圧シリンダー装置 15 内側部材 16 外側部材 17 ローリングシール部材 18 気体封入空間 19a,20a 外周部分 19b,20b 内周部分 19c,20c 折り返し部分 27 リニアーベアリングレール 28,28a 連通管 DESCRIPTION OF SYMBOLS 10 Vibration isolation device 11 Building 12 Foundation 13 Rolling seal type air spring 14, 14a Hydraulic cylinder device 15 Inner member 16 Outer member 17 Rolling seal member 18 Gas filled space 19a, 20a Outer part 19b, 20b Inner part 19c, 20c Folded part 27 Linear bearing rail 28, 28a Communication pipe

───────────────────────────────────────────────────── 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) E04B 5/43 E04B 5/43 F E04H 9/02 331 E04H 9/02 331Z F16F 9/05 F16F 9/05 15/04 15/04 A Fターム(参考) 2E001 DG02 DH31 FA11 FA21 GA01 GA07 GA08 GA09 GA24 GA26 HE01 HE07 HE09 HF16 LA03 LA18 3J048 AA06 AC04 BE02 BE03 EA38 3J069 AA28 ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) E04B 5/43 E04B 5/43 F E04H 9/02 331 E04H 9/02 331Z F16F 9/05 F16F 9/05 15/04 15/04 A F term (reference) 2E001 DG02 DH31 FA11 FA21 GA01 GA07 GA08 GA09 GA24 GA26 HE01 HE07 HE09 HF16 LA03 LA18 3J048 AA06 AC04 BE02 BE03 EA38 3J069 AA28

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 振動が入力されるベースと該ベース上方
の免振対象物との間に設けられ、これらベースまたは免
振対象物の一方から他方側に向かって突出される内側部
材と、 上記ベースまたは上記免振対象物の他方から一方側に向
かって突出され、上下方向および水平方向に適宜間隔を
隔てて上記内側部材の外周を囲繞する中空筒状体の外側
部材と、 これら外側部材の内周と内側部材の外周との水平方向隙
間に垂れ下がるように折り返されて配置され、その内周
部分を該内側部材外周に沿わせてその内側端部を当該内
側部材に気密に取り付けるとともに、その外周部分を該
外側部材内周に沿わせてその外側端部を当該外側部材に
気密に取り付けて、上記ベースと上記免振対象物との上
下相対変位に伴うこれら内側部材と外側部材との上下相
対変位に応じて該水平方向隙間内で繰り上げ繰り下げ変
位されるとともに、当該水平方向隙間から該外側部材と
該内側部材との間にわたって気体封入空間を形成する可
撓性筒状のローリングシール部材とを備えるとともに、 前記ベースと前記免振対象物との間に、該免振対象物に
発生するロッキング振動の揺動中心の両側に一対、水平
方向に適宜間隔を隔てて上下方向に油圧シリンダー装置
を配置し、一方の油圧シリンダー装置の上方油室と他方
の油圧シリンダー装置の下方油室、かつ該一方の油圧シ
リンダー装置の下方油室と該他方の油圧シリンダー装置
の上方油室をそれぞれ連通したことを特徴とする免振装
置。
An inner member provided between a base to which vibration is input and a vibration-isolation target above the base, and protruding from one of the base or the vibration-isolation target toward the other side; An outer member of a hollow cylindrical body protruding from the other of the base or the vibration-isolation target object toward one side and surrounding the outer periphery of the inner member at appropriate intervals in the vertical and horizontal directions; Folded and arranged so as to hang down in a horizontal gap between the inner periphery and the outer periphery of the inner member, the inner peripheral portion of the inner member is hermetically attached to the inner member along the outer periphery of the inner member, An outer end portion of the outer member is hermetically attached to the outer member along an inner periphery of the outer member. relative A flexible cylindrical rolling seal member that is raised and lowered in the horizontal gap in accordance with the position and forms a gas-enclosed space from the horizontal gap to the outer member and the inner member. Along with the base and the vibration-isolated object, a pair of hydraulic cylinder devices on both sides of the center of the rocking vibration of the rocking vibration generated in the vibration-isolated object, and a hydraulic cylinder device in the vertical direction at appropriate intervals in the horizontal direction. And the upper oil chamber of one hydraulic cylinder device communicates with the lower oil chamber of the other hydraulic cylinder device, and the lower oil chamber of the one hydraulic cylinder device communicates with the upper oil chamber of the other hydraulic cylinder device. A vibration isolation device characterized by the following.
【請求項2】 前記油圧シリンダー装置と上記ベースま
たは上記免振対象物との間に、これらの水平方向相対移
動を案内する水平移動案内手段を設けたことを特徴とす
る請求項1に記載の免振装置。
2. The apparatus according to claim 1, wherein horizontal movement guide means for guiding the relative movement in the horizontal direction is provided between the hydraulic cylinder device and the base or the object to be isolated. Vibration isolation device.
JP2000199506A 2000-06-30 2000-06-30 Isolation device Expired - Fee Related JP3829592B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000199506A JP3829592B2 (en) 2000-06-30 2000-06-30 Isolation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000199506A JP3829592B2 (en) 2000-06-30 2000-06-30 Isolation device

Publications (2)

Publication Number Publication Date
JP2002021918A true JP2002021918A (en) 2002-01-23
JP3829592B2 JP3829592B2 (en) 2006-10-04

Family

ID=18697511

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Link
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107143051A (en) * 2017-05-22 2017-09-08 王阳 A kind of anti-seismic building structure
CN108222308A (en) * 2018-01-17 2018-06-29 中国中元国际工程有限公司 A kind of subway upper cover building, which shakes, shakes overall-in-one control schema structure and design method
CN108301523A (en) * 2018-01-17 2018-07-20 中国中元国际工程有限公司 A kind of subway upper cover building shakes shake overall-in-one control schema structure and design method
CN113006305A (en) * 2021-02-26 2021-06-22 同济大学 Additional damping type nonlinear gas spring
CN115075642A (en) * 2022-06-24 2022-09-20 福州市规划设计研究院集团有限公司 Magnetic suspension-spring mixed suspension shock isolation device and installation method thereof

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107143051A (en) * 2017-05-22 2017-09-08 王阳 A kind of anti-seismic building structure
CN108222308A (en) * 2018-01-17 2018-06-29 中国中元国际工程有限公司 A kind of subway upper cover building, which shakes, shakes overall-in-one control schema structure and design method
CN108301523A (en) * 2018-01-17 2018-07-20 中国中元国际工程有限公司 A kind of subway upper cover building shakes shake overall-in-one control schema structure and design method
CN108301523B (en) * 2018-01-17 2020-01-10 中国中元国际工程有限公司 Vibration and shock integrated control structure of subway upper cover building and design method
CN113006305A (en) * 2021-02-26 2021-06-22 同济大学 Additional damping type nonlinear gas spring
CN115075642A (en) * 2022-06-24 2022-09-20 福州市规划设计研究院集团有限公司 Magnetic suspension-spring mixed suspension shock isolation device and installation method thereof
CN115075642B (en) * 2022-06-24 2023-07-21 福州市规划设计研究院集团有限公司 Magnetic suspension-spring hybrid suspension shock insulation device and installation method thereof

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