JP3287090B2 - Seismic isolation device - Google Patents

Seismic isolation device

Info

Publication number
JP3287090B2
JP3287090B2 JP34498493A JP34498493A JP3287090B2 JP 3287090 B2 JP3287090 B2 JP 3287090B2 JP 34498493 A JP34498493 A JP 34498493A JP 34498493 A JP34498493 A JP 34498493A JP 3287090 B2 JP3287090 B2 JP 3287090B2
Authority
JP
Japan
Prior art keywords
seismic isolation
isolation device
flexible metal
metal tube
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
Application number
JP34498493A
Other languages
Japanese (ja)
Other versions
JPH07173954A (en
Inventor
慶直 大川
陽一 圷
瓊介 佐藤
道明 鈴木
誠一郎 山崎
郁夫 下田
雅良 池永
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.)
Oiles Corp
Kawasaki Motors Ltd
Original Assignee
Oiles Corp
Kawasaki Jukogyo KK
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 Oiles Corp, Kawasaki Jukogyo KK filed Critical Oiles Corp
Priority to JP34498493A priority Critical patent/JP3287090B2/en
Publication of JPH07173954A publication Critical patent/JPH07173954A/en
Application granted granted Critical
Publication of JP3287090B2 publication Critical patent/JP3287090B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、地震等の地殻変動によ
る建物等の構造物に与える振動を低減して、構造物を振
動から保護し、特に三次元免震を可能にする免震装置に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic isolation device that reduces vibrations applied to structures such as buildings due to crustal deformation such as earthquakes, protects the structures from vibrations, and enables three-dimensional seismic isolation. About.

【0002】[0002]

【従来の技術】構造物を振動から保護する免震装置とし
ては、例えば特開平2−47477号公報に記載のよう
に、ゴム板及び金属板を交互に積層した積層ゴム体とゴ
ム膜を設けた空気ばねとを用いたものが知られている。
2. Description of the Related Art As a seismic isolation device for protecting a structure from vibration, for example, as described in Japanese Patent Application Laid-Open No. 2-47477, a rubber laminate and a rubber film in which a rubber plate and a metal plate are alternately laminated are provided. An air spring using an air spring is known.

【0003】[0003]

【発明が解決しようとする課題】ところで上記公報記載
の免震装置は、ゴム膜を設けた空気ばねを使用し、加わ
る重量が比較的小さい床に生じる振動を免震、除振しよ
うとするものであるため、これを、建物等のように大き
な重量が加わる構造物自体の免震装置として適用する
と、ゴム膜の極度の変形が生じ、実質免震機能を達成し
ない虞がある。一方、大きな荷重を支えても変形が生じ
ないようにして免震機能を得ようとすると、大きなゴム
膜を設けた空気ばねを必要とし、免震装置自体の設置場
所がかなり大きなものとなる。
By the way, the seismic isolation device described in the above publication uses an air spring provided with a rubber film, and attempts to isolate and remove vibrations generated on a floor to which a relatively small weight is applied. Therefore, if this is applied as a seismic isolation device for a structure itself that adds a large weight, such as a building, the rubber film may be extremely deformed and may not achieve the substantial seismic isolation function. On the other hand, if an attempt is made to obtain a seismic isolation function by preventing deformation even if a large load is supported, an air spring provided with a large rubber film is required, and the installation location of the seismic isolation device itself becomes considerably large.

【0004】本発明は、前記諸点に鑑みてなされたもの
であって、その目的とするところは、地震等の地殻変動
による建物等の構造物に与える振動を低減して、建物等
のように大きな重量が加わる構造物自体をも振動から効
果的に保護することができる上に、大きな設置場所を必
要としない免震装置を提供することにある。
[0004] The present invention has been made in view of the above-mentioned points, and an object of the present invention is to reduce vibration applied to a structure such as a building due to crustal deformation such as an earthquake so that the structure such as a building is reduced. It is an object of the present invention to provide a seismic isolation device that can effectively protect even a structure itself to which a large weight is added from vibration, and that does not require a large installation space.

【0005】[0005]

【課題を解決するための手段】本発明によれば前記目的
は、構造物基礎と構造物との間に配される免震装置であ
って、免震装置は積層ゴム体と空気ばね装置とを具備
し、空気ばね装置は高圧空気を封入する偏平状の可撓性
金属管からなる免震装置によって達成される。
According to the present invention, the object is to provide a seismic isolation device disposed between a structure foundation and a structure, wherein the seismic isolation device includes a laminated rubber body and an air spring device. And the air spring device is achieved by a seismic isolation device consisting of a flat flexible metal tube enclosing high-pressure air.

【0006】本発明において積層ゴム体としては、積層
ゴムと積層ゴムの中央に配された円柱状鉛とを具備した
鉛入りの積層ゴム体でも、積層ゴムのみからなる単なる
積層ゴム体でもよく、更には、積層ゴム体の各ゴムを高
減衰ゴムから製造したものであってもよい。
In the present invention, the laminated rubber body may be a lead-containing laminated rubber body having a laminated rubber and a columnar lead disposed at the center of the laminated rubber, or may be a simple laminated rubber body composed of only the laminated rubber. Further, each rubber of the laminated rubber body may be manufactured from high attenuation rubber.

【0007】本発明の好ましい例では、可撓性金属管は
複数個垂直方向に積層されると共に、水平方向にも複数
個並置されるが、複数個垂直方向に積層されているだけ
でも、或いは、水平方向に複数個並置されているだけで
もよい。細長い可撓性金属管を複数個垂直方向に積層し
かつ複数個水平方向に並置する場合、隣接する層の可撓
性金属管を、同方向に配列しても、或いは、格子状に配
列してもよい。
In a preferred embodiment of the present invention, a plurality of flexible metal tubes are vertically stacked and a plurality of flexible metal tubes are juxtaposed in a horizontal direction. , A plurality of juxtaposed in the horizontal direction. When a plurality of elongated flexible metal tubes are vertically stacked and arranged side by side in a horizontal direction, the flexible metal tubes of adjacent layers may be arranged in the same direction or arranged in a lattice. You may.

【0008】本発明においては、可撓性金属管の内部
を、コンプレッサが接続された補助タンク内部に連通さ
せてもよく、この場合、好ましくは可撓性金属管の内部
と補助タンク内部との間にバルブ、好ましくはオリフィ
ス機能を有しているバルブを介在させる。そしてこのよ
うな免震装置において、構造物に与えられる振動を検出
する振動検出手段と、この振動検出手段からの検出信号
によりバルブの開度及びコンプレッサの作動のうち少な
くとも一方を制御する制御手段とを設けると、免震機能
を、振動の大きさ(加速度、速度又は振幅)又は振動の
減衰程度に対応して可変とし得、言わばアクティブな免
震装置とし得るので、好ましい。本振動検出手段は、構
造物に与えられる振動を検出するため、地殻自体に設け
てもよいが、積層ゴム体、空気ばね装置、構造物基礎又
は構造物に設けてもよい。振動検出手段としては、加速
度検出器、速度検出器又は振幅検出器のいずれであって
もよく、達成しようとする免震機能に対応して適宜選択
するとよい。
In the present invention, the inside of the flexible metal pipe may be communicated with the inside of the auxiliary tank to which the compressor is connected. In this case, preferably, the inside of the flexible metal pipe and the inside of the auxiliary tank are connected. A valve, preferably a valve having an orifice function, is interposed therebetween. And in such a seismic isolation device, a vibration detecting means for detecting vibration applied to the structure, and a control means for controlling at least one of the opening degree of the valve and the operation of the compressor by a detection signal from the vibration detecting means. Is preferable because the seismic isolation function can be made variable in accordance with the magnitude of the vibration (acceleration, velocity or amplitude) or the degree of vibration damping, and can be called an active seismic isolation device. The vibration detecting means may be provided on the crust itself to detect vibration applied to the structure, but may be provided on a laminated rubber body, an air spring device, a structure foundation or a structure. The vibration detecting means may be any of an acceleration detector, a speed detector, and an amplitude detector, and may be appropriately selected according to the seismic isolation function to be achieved.

【0009】可撓性金属管は、チタン合金製(Ti−6
Al−4V又はTi−3Al−2.5V等)製、アルミ
合金製(超塑性タイプ7475等)又は鉛−アルミ合金
製のいずれかであることが好ましく、特にチタン合金製
が好ましい。更に可撓性金属管の肉厚としては、1mm
以下〜0.2mm程度が好ましく、また一層構造のもの
でもよいが、二層構造以上多層構造のものでもよい。
The flexible metal tube is made of a titanium alloy (Ti-6).
Al-4V or Ti-3Al-2.5V, etc.), an aluminum alloy (superplastic type 7475, etc.) or a lead-aluminum alloy is preferable, and a titanium alloy is particularly preferable. Further, the thickness of the flexible metal tube is 1 mm
The thickness is preferably about 0.2 mm or less, and may have a single-layer structure, or may have a two-layer structure or a multilayer structure.

【0010】[0010]

【作用】本発明による免震装置では、積層ゴム体によっ
て横方向の振動を効果的に低減し、高圧空気を封入した
偏平状の可撓性金属管は、縦方向の振動を効果的に低減
し、而して三次元免震を可能にする。そして可撓性金属
管は、ゴム膜を設けた空気ばねと比較して、数百倍の耐
圧性を有するため、大きな荷重を、大きな設置場所を必
要としないで支持し得る。
In the seismic isolation device according to the present invention, the horizontal vibration is effectively reduced by the laminated rubber body, and the flat flexible metal tube filled with high-pressure air effectively reduces the vertical vibration. Thus, three-dimensional seismic isolation is enabled. The flexible metal tube has a pressure resistance several hundred times that of an air spring provided with a rubber film, so that a large load can be supported without requiring a large installation place.

【0011】次に本発明を、図に示す好ましい具体例に
基づいて更に詳細に説明する。本発明はこれら具体例に
何等限定されないのである。
Next, the present invention will be described in more detail based on preferred embodiments shown in the drawings. The present invention is not limited to these specific examples.

【0012】[0012]

【具体例】図1から図6において、本例の免震装置1
は、構造物基礎2と構造物3との間に配され、積層ゴム
体4と空気ばね装置5とを具備し、空気ばね装置5は、
高圧空気を封入した偏平状の可撓性金属管6を水平方向
に複数個並置されて垂直方向に複数個積層してなる。
1 to 6 show a seismic isolation device 1 of this embodiment.
Is disposed between the structure foundation 2 and the structure 3, and includes a laminated rubber body 4 and an air spring device 5, and the air spring device 5
A plurality of flat flexible metal tubes 6 filled with high-pressure air are juxtaposed in the horizontal direction and stacked in the vertical direction.

【0013】積層ゴム体4は、下部円板11と上部円板
12との間に、環状ゴム円板13と環状金属円板14と
を交互に積層してなる積層ゴム17と、下部円板11と
上部円板12との間であって、積層ゴム17の中央部に
配された円柱状鉛18とを具備し、下部円板11が図示
しないアンカーボルトにより構造物基礎2に取り付けら
れている。上部円板12は、空気ばね装置5と積層ゴム
体4との間に配された剛性の介在部材15にボルト締め
されている。
The laminated rubber body 4 includes a laminated rubber 17 formed by alternately laminating an annular rubber disk 13 and an annular metal disk 14 between a lower disk 11 and an upper disk 12, and a lower disk 11. 11 and a cylindrical lead 18 disposed between the upper disc 12 and the center of the laminated rubber 17, and the lower disc 11 is attached to the structural foundation 2 by anchor bolts (not shown). I have. The upper disk 12 is bolted to a rigid intervening member 15 disposed between the air spring device 5 and the laminated rubber body 4.

【0014】本例の可撓性金属管6のそれぞれは、肉厚
0.5mmのチタン合金製であって、中央に偏平部21
を、偏平部21の両端に円管部22及び23を夫々有し
ており、所定の間隔をもって水平方向に8個互いに平行
に並置されて、垂直方向に5個互いに接触して積層され
て介在部材15上に載置されている。
Each of the flexible metal tubes 6 of this embodiment is made of a titanium alloy having a thickness of 0.5 mm and has a flat portion 21 at the center.
Are provided at both ends of the flat portion 21, eight of which are arranged in parallel with each other at predetermined intervals in the horizontal direction, and five of which are stacked in contact with each other in the vertical direction. It is mounted on the member 15.

【0015】可撓性金属管6の最上層の上に載置された
上座矩形板31は、ボルト32により構造物3に取り付
けられている。上座矩形板31の下面には、補強部材3
3により補強された規制板34が、空気ばね装置5を取
り囲んで溶接等により取り付けられている。
The upper rectangular plate 31 placed on the uppermost layer of the flexible metal tube 6 is attached to the structure 3 by bolts 32. The reinforcing member 3 is provided on the lower surface of the upper rectangular plate 31.
A regulating plate 34 reinforced by 3 surrounds the air spring device 5 and is attached by welding or the like.

【0016】本例では可撓性金属管6の一端22は支管
40を介して集合管41に連結されており、集合管41
は、オリフィス機能を有するバルブ42、給排管43及
び補助タンク44を介してコンプレッサ45に接続され
ている。可撓性金属管6の他端も同様に支管、集合管、
オリフィス機能を有するバルブ、給排管及び補助タンク
44を介してコンプレッサ45に接続されている。
In this embodiment, one end 22 of the flexible metal tube 6 is connected to a collecting pipe 41 via a branch pipe 40.
Is connected to a compressor 45 via a valve 42 having an orifice function, a supply / discharge pipe 43 and an auxiliary tank 44. Similarly, the other end of the flexible metal tube 6 is a branch pipe, a collecting pipe,
It is connected to a compressor 45 via a valve having an orifice function, a supply / discharge pipe and an auxiliary tank 44.

【0017】以上のように構成された免震装置1では、
地震等の地殻変動に基づく構造物基礎2の水平振動成分
は、復元力を有する積層ゴム体4の剪断的変形により構
造物3へ伝達されなくなり、また仮に構造物3に伝達さ
れたしても積層ゴム体4の剪断的変形により低減される
一方、地震等の地殻変動に基づく構造物基礎2の垂直振
動成分は、積層された可撓性金属管6からなる空気ばね
装置5によって構造物3へ伝達されなくなる。また本例
の免震装置1では、可撓性金属管6のそれぞれの内部が
オリフィス機能を有するバルブ42を介して補助タンク
44内に連通されているため、構造物基礎2の垂直振動
成分は、バルブ42を通過する際の空気の移動抵抗によ
り好ましく減衰される。
In the seismic isolation device 1 configured as described above,
The horizontal vibration component of the structure foundation 2 based on the crustal deformation such as an earthquake is not transmitted to the structure 3 due to the shear deformation of the laminated rubber body 4 having a restoring force, and even if the horizontal vibration component is transmitted to the structure 3. While being reduced by the shear deformation of the laminated rubber body 4, the vertical vibration component of the structural foundation 2 based on the crustal deformation such as an earthquake is reduced by the air spring device 5 composed of the laminated flexible metal pipes 6. Will not be transmitted to Further, in the seismic isolation device 1 of this example, since the inside of each of the flexible metal tubes 6 is communicated with the inside of the auxiliary tank 44 via the valve 42 having an orifice function, the vertical vibration component of the structural foundation 2 is , Is preferably attenuated by the resistance of the air to move through the valve 42.

【0018】なお、空気漏れなどにより可撓性金属管6
の内圧が所定値よりも減少した場合には、コンプレッサ
45を動作させ、可撓性金属管6の内圧を所定値に維持
するとよい。
Note that the flexible metal tube 6 may be
If the internal pressure of the flexible metal tube 6 is lower than the predetermined value, the compressor 45 is operated to maintain the internal pressure of the flexible metal tube 6 at the predetermined value.

【0019】そして免震装置1の空気ばね装置5は、高
圧空気を封入した偏平状の可撓性金属管6を水平方向に
も複数個並置して垂直方向に複数個積層してなるもので
あるため、大きな荷重をも十分に支えることができ、可
撓性金属管6自体が膨らんで免震機能を達成しなくなる
ことがない。また、本例のように偏平状の可撓性金属管
6を水平方向にも複数個並置して空気ばね装置5を形成
すると、一つの可撓性金属管6に損傷、空気漏れ等が生
じても、残りの可撓性金属管6により構造物3を支持し
得ると共に免震機能の低下もそれほど生じなく、極めて
フェールセーフな免震装置を提供し得る。
The air spring device 5 of the seismic isolation device 1 is composed of a plurality of flat flexible metal tubes 6 filled with high-pressure air, which are juxtaposed in the horizontal direction and stacked in the vertical direction. Because of this, a large load can be sufficiently supported, and the flexible metal tube 6 itself does not swell and does not lose its seismic isolation function. Further, when the air spring device 5 is formed by arranging a plurality of flat flexible metal tubes 6 in the horizontal direction as in this example, damage, air leakage, etc. occur in one flexible metal tube 6. However, the structure 3 can be supported by the remaining flexible metal tube 6 and the seismic isolation function is not significantly reduced, so that an extremely fail-safe seismic isolation device can be provided.

【0020】なお上記例では、可撓性金属管6を水平方
向にも複数個並置して空気ばね装置5を形成したが、こ
れに代えて、水平方向に関して比較的大きな面積を有す
る偏平な可撓性金属管6を垂直方向にのみ積層して空気
ばね装置を形成してもよい。
In the above example, the air spring device 5 is formed by arranging a plurality of flexible metal tubes 6 in the horizontal direction. Alternatively, the air spring device 5 may have a flat area having a relatively large area in the horizontal direction. The air spring device may be formed by stacking the flexible metal tubes 6 only in the vertical direction.

【0021】更に図5に示すように、構造物3に与えら
れる振動を検出する振動検出手段51と、振動検出手段
51からの検出信号によりバルブ42の開度を制御する
制御手段52とを設けて、構造物3に生じる振動が可及
的速やかに低減されるように、バルブ42の開度を制御
してバルブ42を通過する際の空気の移動抵抗を変える
ようにしてもよい。この際、コンプレッサ45の作動を
振動検出手段51からの検出信号により同様に制御して
もよい。
Further, as shown in FIG. 5, a vibration detecting means 51 for detecting vibration applied to the structure 3 and a control means 52 for controlling the opening degree of the valve 42 based on a detection signal from the vibration detecting means 51 are provided. Thus, the opening degree of the valve 42 may be controlled to change the air movement resistance when passing through the valve 42 so that the vibration generated in the structure 3 is reduced as quickly as possible. At this time, the operation of the compressor 45 may be similarly controlled by a detection signal from the vibration detection means 51.

【0022】[0022]

【発明の効果】以上のように本発明によれば、地震等の
地殻変動による建物等の構造物に与える振動を低減し
て、建物等のように大きな重量が加わる構造物自体をも
振動から効果的に保護することができる免震装置を提供
することができる。
As described above, according to the present invention, the vibration applied to a structure such as a building due to crustal deformation such as an earthquake is reduced, and the structure itself, such as a building, to which a large weight is added can be protected from vibration. A seismic isolation device that can be effectively protected can be provided.

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

【図1】本発明に従う好ましい一具体例の一部断面斜視
図である。
FIG. 1 is a perspective view, partly in section, of one preferred embodiment according to the present invention.

【図2】図1に示す一具体例の一部平面図である。FIG. 2 is a partial plan view of one specific example shown in FIG.

【図3】図2に示すIII−III線断面図である。FIG. 3 is a sectional view taken along line III-III shown in FIG. 2;

【図4】図2に示すIV−IV線断面図である。FIG. 4 is a sectional view taken along the line IV-IV shown in FIG. 2;

【図5】図1に示す具体例を構造物基礎と構造物との間
に配した概略図である。
FIG. 5 is a schematic view in which the specific example shown in FIG. 1 is arranged between a structure foundation and a structure.

【図6】図1に示す具体例に用いられている可撓性金属
管の拡大斜視図である。
FIG. 6 is an enlarged perspective view of a flexible metal tube used in the specific example shown in FIG.

【符号の説明】[Explanation of symbols]

1 免震装置 2 構造物基礎 3 構造物 4 積層ゴム体 5 空気ばね装置 6 可撓性金属管 REFERENCE SIGNS LIST 1 seismic isolation device 2 structural foundation 3 structure 4 laminated rubber body 5 air spring device 6 flexible metal tube

───────────────────────────────────────────────────── フロントページの続き (72)発明者 圷 陽一 茨城県那珂郡那珂町大字向山801番地の 1 日本原子力研究所那珂研究所内 (72)発明者 佐藤 瓊介 東京都江東区南砂2丁目6番5号 川崎 重工業株式会社 東京設計事務所内 (72)発明者 鈴木 道明 東京都江東区南砂2丁目6番5号 川崎 重工業株式会社 東京設計事務所内 (72)発明者 山崎 誠一郎 東京都江東区南砂2丁目6番5号 川崎 重工業株式会社 東京設計事務所内 (72)発明者 下田 郁夫 神奈川県藤沢市桐原町8番地 オイレス 工業株式会社藤沢事業場内 (72)発明者 池永 雅良 神奈川県藤沢市桐原町8番地 オイレス 工業株式会社藤沢事業場内 (56)参考文献 実開 昭64−744(JP,U) (58)調査した分野(Int.Cl.7,DB名) E04H 9/02 331 F16F 9/04 F16F 15/04 E04B 1/36 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Yoichi Akutsu 1 801 Mukaiyama, Naka-cho, Naka-machi, Naka-gun, Ibaraki Prefecture (72) Inventor Kyosuke Sato 2-6 Minamisuna, Koto-ku, Tokyo 5 Kawasaki Heavy Industries, Ltd. Tokyo Design Office (72) Inventor Michiaki Suzuki 2-6-5 Minamisuna, Koto-ku, Tokyo Kawasaki Heavy Industries, Ltd. Tokyo Design Office (72) Inventor Seiichiro Yamazaki 2-chome, Minamisuna, Koto-ku, Tokyo 6-5 Kawasaki Heavy Industries, Ltd. Tokyo Design Office (72) Inventor Ikuo Shimoda 8 Kirihara-cho, Fujisawa-shi, Kanagawa Oiles Industry Co., Ltd. Fujisawa Plant (72) Inventor Masayoshi Ikenaga 8 Kirihara-cho, Fujisawa-shi, Kanagawa Oiles In the Fujisawa Plant of Kogyo Co., Ltd. (56) References Real Opening Showa 64-744 (JP, U) (58) Survey Field (Int.Cl. 7 , DB name) E04H 9/02 331 F16F 9/04 F16F 15/04 E04B 1/36

Claims (8)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 構造物基礎と構造物との間に配される免
震装置であって、免震装置は積層ゴム体と空気ばね装置
とを具備し、空気ばね装置は、高圧空気を封入する偏平
状の可撓性金属管からなる免震装置。
1. A seismic isolation device disposed between a structure foundation and a structure, wherein the seismic isolation device includes a laminated rubber body and an air spring device, and the air spring device encloses high-pressure air. A seismic isolation device consisting of a flat, flexible metal tube.
【請求項2】 可撓性金属管を複数個垂直方向に積層し
てなる請求項1に記載の免震装置
2. The seismic isolation device according to claim 1, wherein a plurality of flexible metal tubes are vertically stacked.
【請求項3】 可撓性金属管を複数個水平方向に並置し
てなる請求項1又は2に記載の免震装置。
3. The seismic isolation device according to claim 1, wherein a plurality of flexible metal tubes are juxtaposed in a horizontal direction.
【請求項4】 可撓性金属管の内部は、コンプレッサが
接続された補助タンク内部に連通されている請求項1か
ら3のいずれか一項に記載の免震装置。
4. The seismic isolation device according to claim 1, wherein the inside of the flexible metal tube communicates with the inside of an auxiliary tank to which a compressor is connected.
【請求項5】 可撓性金属管の内部と補助タンク内部と
の間には、バルブが介在している請求項4に記載の免震
装置。
5. The seismic isolation device according to claim 4, wherein a valve is interposed between the inside of the flexible metal tube and the inside of the auxiliary tank.
【請求項6】 構造物に与えられる振動を検出する振動
検出手段と、この振動検出手段からの検出信号によりバ
ルブの開度及びコンプレッサの作動のうち少なくとも一
方を制御する制御手段とを具備して請求項5に記載の免
震装置。
6. A vibration detecting means for detecting a vibration applied to a structure, and a control means for controlling at least one of a valve opening and a compressor operation based on a detection signal from the vibration detecting means. The seismic isolation device according to claim 5.
【請求項7】 バルブは、オリフィス機能を有している
請求項5又は6に記載の免震装置。
7. The seismic isolation device according to claim 5, wherein the valve has an orifice function.
【請求項8】 可撓性金属管は、チタン合金製である請
求項1から7のいずれか一項に記載の免震装置。
8. The seismic isolation device according to claim 1, wherein the flexible metal tube is made of a titanium alloy.
JP34498493A 1993-12-20 1993-12-20 Seismic isolation device Expired - Lifetime JP3287090B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34498493A JP3287090B2 (en) 1993-12-20 1993-12-20 Seismic isolation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34498493A JP3287090B2 (en) 1993-12-20 1993-12-20 Seismic isolation device

Publications (2)

Publication Number Publication Date
JPH07173954A JPH07173954A (en) 1995-07-11
JP3287090B2 true JP3287090B2 (en) 2002-05-27

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Family Applications (1)

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

Country Link
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CN106499245A (en) * 2016-10-17 2017-03-15 安徽信泽科技有限公司 A kind of three-dimensional isolation device that can adjust vertical early stage rigidity
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