JPH033727Y2 - - Google Patents

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Publication number
JPH033727Y2
JPH033727Y2 JP10907185U JP10907185U JPH033727Y2 JP H033727 Y2 JPH033727 Y2 JP H033727Y2 JP 10907185 U JP10907185 U JP 10907185U JP 10907185 U JP10907185 U JP 10907185U JP H033727 Y2 JPH033727 Y2 JP H033727Y2
Authority
JP
Japan
Prior art keywords
metal body
building
metal plate
shaped metal
foundation
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
Application number
JP10907185U
Other languages
Japanese (ja)
Other versions
JPS6219342U (en
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 filed Critical
Priority to JP10907185U priority Critical patent/JPH033727Y2/ja
Publication of JPS6219342U publication Critical patent/JPS6219342U/ja
Application granted granted Critical
Publication of JPH033727Y2 publication Critical patent/JPH033727Y2/ja
Expired legal-status Critical Current

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  • Fluid-Damping Devices (AREA)
  • Vibration Prevention Devices (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、建物に設ける免震装置に関する。[Detailed explanation of the idea] [Industrial application field] The present invention relates to a seismic isolation device installed in a building.

〔従来技術とその問題点〕[Prior art and its problems]

建物と基礎間に相対変位が生じる原因としては
大きなものは地震であり、小さなものは交通や風
による振動等種々であるが、それぞれに応じて対
処する必要がある。
The major causes of relative displacement between a building and its foundation are earthquakes, while minor causes include vibrations from traffic and wind, and each must be dealt with accordingly.

すなわち、建物が基礎により変位可能な柔な構
造で支持されている場合、交通や風による軽微な
振動に対しては結合状態を強くして剛性を高く保
つ必要があり、一方、地震に対しては逆に変位可
能とした方が大きな破損を防ぐことができる。
In other words, if a building is supported by a flexible structure that can be displaced by a foundation, it is necessary to maintain a high degree of rigidity by strengthening the bonding state against slight vibrations caused by traffic or wind, while On the other hand, making it possible to displace it will prevent major damage.

ところで、建物と基礎とを相対変位可能にする
方法としては、建物を積層ゴムやバネやベアリン
グを介在させて基礎上に設けることになるが、そ
れに対応して前記軽微な変位を抑制する手段と、
地震などで大きな変位が生じた時にこの変位量を
吸収して短時間で収める手段も必要となる。
By the way, as a method to enable relative displacement between the building and the foundation, the building is installed on the foundation with laminated rubber, springs, and bearings interposed. ,
When a large displacement occurs due to an earthquake, etc., a means to absorb the amount of displacement and contain it in a short period of time is also required.

変位抑制手段としては、建物と基礎とを部材同
士の結合で連結しておき、地震などで変位がある
一定以上になるとこの部材間の結合部の縁が切れ
るようにすることが考えられる。
As a means for suppressing displacement, it is possible to connect the building and the foundation by connecting members to each other, so that when the displacement exceeds a certain level due to an earthquake or the like, the edges of the joints between the members are severed.

また、すでに生じた変位を吸収する手段として
はジヤツキや弾性体などのシヨツクアブソーバ的
なものを設け、変位が一定以上になるとこのジヤ
ツキや弾性体などが作用して変位エネルギーを阻
止するものなど様々で数多くのものが提案されて
いる。
In addition, as a means to absorb the displacement that has already occurred, a shock absorber such as a jack or an elastic body is provided, and when the displacement exceeds a certain level, this jack or elastic body acts to block the displacement energy. Many things have been proposed.

しかし、変位抑制と変位吸収の両方が行えるよ
うなきめの細かな対応ができるものはなかつた。
However, there was no one that could provide a detailed response that could both suppress and absorb displacement.

本考案の目的は前記従来例の不都合を解消し、
地震による強い衝撃に対してのみ変位可能であ
り、しかもこれを減衰させるように有効に作用す
る簡易構造の免震装置を提供することにある。
The purpose of the present invention is to eliminate the disadvantages of the conventional example,
It is an object of the present invention to provide a seismic isolation device having a simple structure that can be displaced only in response to a strong shock caused by an earthquake, and that acts effectively to attenuate the shock.

〔問題点を解消するための手段〕[Means to resolve the problem]

本考案は前記目的を達成するため、建物側の柱
状突出部と基礎側の柱状突出部を対向させ、一方
の柱状突出部に、開口を横向きにしたコ字形金属
体を水平に突設するように設け、他方の柱状突出
部に、金属板を水平に突出するように取付け、該
金属板はその先端を前記開口からコ字形金属体内
部に挿入し、また、コ字形金属体内に押圧力を制
御可能な空気バネやジヤツキ等の押圧手段を介在
させ、この押圧手段でコ字形金属体と金属板とを
圧接させることを要旨とするものである。
In order to achieve the above-mentioned object, the present invention has a pillar-shaped projection on the building side and a pillar-shaped projection on the foundation side facing each other, and a U-shaped metal body with an opening facing sideways is installed horizontally on one of the pillar-shaped projections. A metal plate is attached to the other columnar protrusion so as to protrude horizontally, and the tip of the metal plate is inserted into the U-shaped metal body through the opening, and a pressing force is applied into the U-shaped metal body. The gist of this method is to interpose a controllable pressing means such as an air spring or a jack, and use this pressing means to press the U-shaped metal body and the metal plate into contact with each other.

〔作用〕[Effect]

本考案によれば、微弱な振動に対しては押圧手
段の押圧力を高めてコ字形金属体と金属板とを圧
接しておく。このようにすれば、コ字形金属体と
金属板との結合で建物と基礎とをしつかりと連結
できる。
According to the present invention, the pressing force of the pressing means is increased to press the U-shaped metal body and the metal plate against weak vibrations. In this way, the building and the foundation can be firmly connected by combining the U-shaped metal body and the metal plate.

一方、地震による大きな変位を生じたときは、
前記押圧手段の押圧力を低めれば、金属板は金属
体に対して摩擦を生じながら移動し、その時に該
摩擦力は金属同士が擦れ合う時に生じる熱エネル
ギーとなつて消費され、この消費されるエネルギ
ーがあるので相対変位は徐々に減少していく。
On the other hand, when a large displacement occurs due to an earthquake,
If the pressing force of the pressing means is lowered, the metal plate moves while creating friction against the metal body, and at that time, the frictional force is consumed as thermal energy generated when metals rub against each other, and this is consumed. Since there is energy, the relative displacement gradually decreases.

〔実施例〕〔Example〕

以下、図面について本考案の実施例を詳細に説
明する。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

第1図は本考案の免震装置の1実施例を示す縦
断側面図、第2図は要部の平面図で、図中1は建
物、2はこの建物1を支承する基礎を示す。図中
3は前記建物1の柱状突出部、4は基礎2の柱状
突出部を示す。かかる基礎2と建物1とは第3図
に示すように剛に連結されておらず変位可能であ
り、その一例としては両者間にゴム柱体の中に鉄
板を介在させた積層ゴム製の沓5などを介在させ
ることがある。
FIG. 1 is a vertical side view showing one embodiment of the seismic isolation device of the present invention, and FIG. 2 is a plan view of the main part. In the figure, 1 is a building and 2 is a foundation that supports this building 1. In the figure, 3 indicates a columnar protrusion of the building 1, and 4 indicates a columnar protrusion of the foundation 2. As shown in Fig. 3, the foundation 2 and the building 1 are not rigidly connected and are movable; one example is a laminated rubber shoe with a steel plate interposed in a rubber column between them. 5 etc. may be used.

前記建物1側の柱状突出部3に、コ字形の金属
体6をその開口6aを横向きにして水平に突設す
るが、これは建物1に対しその上下運動に対して
は追随可能とする。すなわち、金属体6の取付部
材7は第5図に示すように柱状突出部3の縦の袋
溝8内を摺動可能なものとする。
A U-shaped metal body 6 is horizontally protruded from the columnar projection 3 on the side of the building 1 with its opening 6a facing sideways, so that it can follow the vertical movement of the building 1. That is, the attachment member 7 of the metal body 6 is made to be able to slide within the vertical blind groove 8 of the columnar projection 3, as shown in FIG.

また、第4図に示すように一端を回動自在に柱
状突出部3の上方に取付けた支持棒9の他端に設
ける取付部材10を、該金属体6の上面に水平に
形成した袋溝11に摺動自在に挿入して、該支持
棒9でコ字形金属体6を吊り下げ支承する。
Further, as shown in FIG. 4, a mounting member 10 provided at the other end of the support rod 9 whose one end is rotatably mounted above the columnar projection 3 is attached to a bag groove formed horizontally on the upper surface of the metal body 6. 11, and the U-shaped metal body 6 is suspended and supported by the support rod 9.

一方、基礎2側の柱状突出部4にも縦の袋溝8
を形成し、この中に取付部材7を摺動自在に挿入
し、これに金属板13を水平に取付ける。
On the other hand, the columnar protrusion 4 on the foundation 2 side also has a vertical blind groove 8.
The mounting member 7 is slidably inserted into the mounting member 7, and the metal plate 13 is horizontally mounted thereon.

このようにして金属板13は基礎2の柱状突出
部4から水平にかつ上下動自在に突出されるもの
であり、その先端は前記コ字形金属体6の開口6
aから内部へ差し入れられる。
In this way, the metal plate 13 is projected horizontally and movably up and down from the columnar projection 4 of the foundation 2, and its tip is connected to the opening 6 of the U-shaped metal body 6.
It is inserted into the interior from a.

このようにして、コ字形金属体6とその内側へ
差し入れられる金属板13との間には隙間ができ
るが、ここに押圧手段として第6図、第7図に示
すような空気バネ12を配設し、この空気バネ1
2を伸長することで金属体6へ金属板13を押圧
する。
In this way, a gap is created between the U-shaped metal body 6 and the metal plate 13 inserted into it, and an air spring 12 as shown in FIGS. 6 and 7 is arranged here as a pressing means. Set this air spring 1
2 presses the metal plate 13 against the metal body 6.

空気バネは、1層若しくは多層の本体12aの
上下に金属板12b,12cを取付けたもので、
下の金属板12bは金属体6の下側の片にボルト
止めし、上の金属板12cは金属体6の側面に対
し摺動自在に結合した。その取付機構としては、
前記袋溝8と取付部材7の結合関係を利用でき
る。
The air spring has metal plates 12b and 12c attached to the top and bottom of a single-layer or multi-layer main body 12a,
The lower metal plate 12b is bolted to the lower piece of the metal body 6, and the upper metal plate 12c is slidably coupled to the side surface of the metal body 6. Its mounting mechanism is
The coupling relationship between the cap groove 8 and the mounting member 7 can be utilized.

また、空気バネ12の本体12aは吸気管14
a及び排気管14bを設け、その途中にコントロ
ールバルブ15を設置し、かつ前記吸気管13端
はエアコンプレツサーやボンベ等の空気供給源1
7に連通させた。さらに、このコントロールバル
ブ15にはマイクロコンピユータ等の制御装置を
介して加速度、速度、変位の各センサ16を接続
する。
Further, the main body 12a of the air spring 12 is connected to the intake pipe 14.
a and an exhaust pipe 14b, a control valve 15 is installed in the middle thereof, and the end of the intake pipe 13 is connected to an air supply source 1 such as an air compressor or a cylinder.
I connected it to 7. Further, acceleration, velocity, and displacement sensors 16 are connected to the control valve 15 via a control device such as a microcomputer.

なお、前記コ字形金属体6と金属体13を柱状
突出部3や4に上下動自在に取付ける方法は前記
のものに限定されず、固定されない自由な接合関
係を達成できればよい。自在継手金物を利用する
ことも考えられる。
Note that the method for attaching the U-shaped metal body 6 and the metal body 13 to the columnar projections 3 and 4 so as to be movable up and down is not limited to the above method, and any method may be used as long as a free joining relationship that is not fixed is achieved. It is also possible to use universal joint hardware.

また、建物1側の柱状突出部3に金属板13を
設け、基礎2側の柱状突出部4にコ字形金属体6
を取付けるようにしてもよい。
Further, a metal plate 13 is provided on the columnar protrusion 3 on the building 1 side, and a U-shaped metal body 6 is provided on the columnar protrusion 4 on the foundation 2 side.
You may also install it.

ところで、本考案の実施例として、第1図およ
び第7図で示すように、3層の空気ばねを用いた
場合を示したが、空気ばねは3層のものに限らず
何層のものでもよいし、図示は省略するが押圧手
段として空気ばねの代わりに油圧ジヤツキやエア
ージヤツキを用い、これを油圧や空圧制御回路で
制御するようにしてもよい。
By the way, as an example of the present invention, as shown in FIGS. 1 and 7, a case was shown in which a three-layer air spring was used, but the air spring is not limited to three layers, but can be any number of layers. Although not shown, a hydraulic jack or an air jack may be used instead of the air spring as the pressing means, and this may be controlled by a hydraulic or pneumatic control circuit.

次に使用法及び動作について説明すると、この
ようにして建物1と基礎2とは、コ字形金属体6
と金属板13を介して連結されており、金属体6
は空気ばね12の押圧力で金属板13を挟着し、
金属体6に対して金属板13は押圧されているの
で、風や交通振動等軽微なものについては建物1
と基礎2は剛に結合され、建物1がなるべくゆれ
ないように配慮される。
Next, the usage and operation will be explained. In this way, the building 1 and the foundation 2 are connected to the U-shaped metal body 6.
is connected to the metal body 6 via a metal plate 13.
sandwich the metal plate 13 with the pressing force of the air spring 12,
Since the metal plate 13 is pressed against the metal body 6, the building 1 is protected against minor vibrations such as wind and traffic vibration.
and the foundation 2 are rigidly connected to prevent the building 1 from shaking as much as possible.

ところで、コ字形金属体6と金属板13の間に
生ずる摩擦力は、空気バネ12の押圧力が強いほ
ど大きく、空気ばね12の押圧力は空気ばね内圧
が大きいほど強いから、前記のごとく地震のない
通常の場合は空気ばね12の内圧を高くして基礎
2と建物1との結合力を強くしておく。
By the way, the frictional force generated between the U-shaped metal body 6 and the metal plate 13 increases as the pressing force of the air spring 12 increases, and the pressing force of the air spring 12 increases as the internal pressure of the air spring increases. In the normal case where there is no air spring 12, the internal pressure of the air spring 12 is increased to strengthen the bonding force between the foundation 2 and the building 1.

一方、地震が発生し、センサ16が建物に加え
られる相対変位が一定以上になつたことを感知す
ると、該センサ16は信号を発し、これを制御装
置を介してコントロールバルブ15に送る。コン
トロールバルブ15はこの信号を受けてバルブを
開き空気抜き18から空気を抜いて空気ばね12
内の内圧を少し下げる。
On the other hand, when an earthquake occurs and the sensor 16 detects that the relative displacement applied to the building exceeds a certain level, the sensor 16 emits a signal and sends it to the control valve 15 via the control device. Upon receiving this signal, the control valve 15 opens the valve to remove air from the air vent 18 and release the air spring 12.
Slightly lower the internal pressure inside.

その結果、コ字形金属体6と金属板13間の結
合力は少し弱まり摺動可能となり、地震の相対変
位でコ字形金属体6と金属板13とは押圧力に抗
して離間しようとし、その際、摩擦が発生する。
この摩擦は制動力となり、熱エネルギーとなつて
消費され、この消費エネルギーが建物1と基礎2
との相対変位を減衰させる。
As a result, the bonding force between the U-shaped metal body 6 and the metal plate 13 weakens a little, allowing them to slide, and due to the relative displacement of the earthquake, the U-shaped metal body 6 and the metal plate 13 tend to separate against the pressing force. At that time, friction occurs.
This friction becomes a braking force and is consumed as thermal energy, and this consumed energy is used for building 1 and foundation 2.
Attenuates the relative displacement between the

また、交通振動や地震で生じる上下運動に関し
ては、コ字形金属体6や金属板13は柱状突出部
3,4に上下動自在に取付けられてあり、これに
追随できるので、何等制動力は働かないものとな
る。
In addition, regarding the vertical movement caused by traffic vibrations or earthquakes, the U-shaped metal body 6 and the metal plate 13 are attached to the columnar protrusions 3 and 4 so that they can move vertically, and can follow this movement, so no braking force is applied. It becomes something that does not exist.

その結果、水平方向の変位の他に上下方向の変
位が生じても水平変位のみに対して有効に作用
し、上下方向の変位があることでこの作用が阻害
されるおそれはない。
As a result, even if displacement in the vertical direction occurs in addition to displacement in the horizontal direction, it will effectively act only on the horizontal displacement, and there is no possibility that this effect will be inhibited by the displacement in the vertical direction.

〔考案の効果〕[Effect of idea]

以上述べたように本考案の建物の免震装置は、
地震による大きな水平振動と他の原因による小さ
な振動とを分け、前者についてのみ相対変位を減
衰させるように有効に働くものであり、これによ
りきめ細かな対処が可能になるものである。
As mentioned above, the building seismic isolation device of the present invention is
It separates large horizontal vibrations caused by earthquakes from small vibrations caused by other causes, and works effectively to attenuate the relative displacement of only the former, making it possible to take detailed measures.

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

第1図は本考案の免震装置の1実施例を示す側
面図、第2図は同上平面図、第3図はその設置例
を示す全体の側面図、第4図は支持棒と金属体の
結合部の斜視図、第5図は金属体若しくは金属板
と柱状突出部の結合部の斜視図、第6図は空気ば
ねの平面図、第7図は同正面図である。 1……建物、2……基礎、3……建物の突出
部、4……基礎の突出部、5……ゴム製の沓、6
……コ字形金属体、6a……開口、7……取付部
材、8……袋溝、9……支持棒、10……水平取
付部材、11……水平袋溝、12……空気ばね、
13……金属板、12a……本体、12b,12
c……金属板、14a……吸気管、14b……排
気管、15……コントロールバルブ、16……セ
ンサ、17……空気供給源、18……空気抜き。
Figure 1 is a side view showing one embodiment of the seismic isolation device of the present invention, Figure 2 is a plan view of the same as above, Figure 3 is an overall side view showing an example of its installation, and Figure 4 is a support rod and metal body. 5 is a perspective view of a joint between a metal body or metal plate and a columnar projection, FIG. 6 is a plan view of the air spring, and FIG. 7 is a front view thereof. 1...Building, 2...Foundation, 3...Protrusion of building, 4...Protrusion of foundation, 5...Rubber shoe, 6
... U-shaped metal body, 6a... Opening, 7... Mounting member, 8... Cap groove, 9... Support rod, 10... Horizontal mounting member, 11... Horizontal pocket groove, 12... Air spring,
13...Metal plate, 12a...Main body, 12b, 12
c...Metal plate, 14a...Intake pipe, 14b...Exhaust pipe, 15...Control valve, 16...Sensor, 17...Air supply source, 18...Air vent.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 建物側の柱状突出部と基礎側の柱状突出部を対
向させ、一方の柱状突出部に、開口を横向きにし
たコ字形金属体を水平に突設するように設け、他
方の柱状突出部に、金属板を水平に突出するよう
に取付け、該金属板はその先端を前記開口からコ
字形金属体内部に挿入し、また、コ字形金属体内
に押圧力を制御可能な空気バネやジヤツキ等の押
圧手段を介在させ、この押圧手段でコ字形金属体
と金属板とを圧接させることを特徴とする建物の
免震装置。
The columnar protrusion on the building side and the columnar protrusion on the foundation side are placed opposite each other, and a U-shaped metal body with a sideways opening is provided on one columnar protrusion so as to protrude horizontally, and on the other columnar protrusion, A metal plate is attached so as to protrude horizontally, and the tip of the metal plate is inserted into the U-shaped metal body through the opening, and a pressing force such as an air spring or jack that can control the pressing force is applied inside the U-shaped metal body. A seismic isolation device for a building, characterized in that a means is interposed and the pressing means presses a U-shaped metal body and a metal plate.
JP10907185U 1985-07-17 1985-07-17 Expired JPH033727Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10907185U JPH033727Y2 (en) 1985-07-17 1985-07-17

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10907185U JPH033727Y2 (en) 1985-07-17 1985-07-17

Publications (2)

Publication Number Publication Date
JPS6219342U JPS6219342U (en) 1987-02-05
JPH033727Y2 true JPH033727Y2 (en) 1991-01-30

Family

ID=30986839

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10907185U Expired JPH033727Y2 (en) 1985-07-17 1985-07-17

Country Status (1)

Country Link
JP (1) JPH033727Y2 (en)

Also Published As

Publication number Publication date
JPS6219342U (en) 1987-02-05

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