JPH033725Y2 - - Google Patents
Info
- Publication number
- JPH033725Y2 JPH033725Y2 JP6258785U JP6258785U JPH033725Y2 JP H033725 Y2 JPH033725 Y2 JP H033725Y2 JP 6258785 U JP6258785 U JP 6258785U JP 6258785 U JP6258785 U JP 6258785U JP H033725 Y2 JPH033725 Y2 JP H033725Y2
- Authority
- JP
- Japan
- Prior art keywords
- building
- metal body
- foundation
- metal
- metal plate
- 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
Links
- 239000002184 metal Substances 0.000 claims description 45
- 238000002955 isolation Methods 0.000 claims description 6
- 238000006073 displacement reaction Methods 0.000 description 19
- 238000000034 method Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 230000035939 shock Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000006096 absorbing agent Substances 0.000 description 1
- 230000002238 attenuated effect Effects 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Landscapes
- 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.
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。
さらに、ジヤツキなどを使用するものでは、制御
装置も大型で複雑な機構のものが必要となり、コ
スト高となつたりする欠点がある。 However, there was no one that could provide a detailed response that could both suppress and absorb displacement.
Furthermore, in the case of using a jack or the like, a large and complicated control device is required, resulting in high cost.
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 simple structure seismic isolation device which can be displaced only in response to a strong shock caused by an earthquake and which acts effectively to attenuate the shock.
本考案は前記目的を達成するため、建物と基礎
のいずれか一方に、上下2枚の板を締付可能に根
元部で連結したコ字形の金属体を設け、建物と基
礎のいずれか他方に金属板を設け、この金属板の
先端を金属板の上下2枚の板間に挿入し、該金属
体にボルト又はバネによる締付手段を設けて上下
2枚の板同士を金属板を挟みながら締付けること
で、金属板を金属体に摩擦を生じながら移動可能
に挟着したことを要旨とするものである。
In order to achieve the above-mentioned object, the present invention provides a U-shaped metal body with two upper and lower plates connected at their bases in a tightenable manner on either the building or the foundation; A metal plate is provided, the tip of this metal plate is inserted between two upper and lower metal plates, and a tightening means using a bolt or a spring is provided on the metal body, and the upper and lower two plates are held together while sandwiching the metal plate. The gist is that by tightening, the metal plate is movably clamped to the metal body while creating friction.
本考案によれば、風や交通振動等微弱な振動に
対しては金属板が金属体の上下2枚の板で締付手
段の締付力で挟着されていることで、建物と基礎
とはしつかりと連結され、一方、地震による大き
な変位を生じたときは、金属板は挟着されている
金属体内を摩擦を生じながら移動し、その時に該
摩擦力は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。
According to the present invention, the metal plate is sandwiched between two upper and lower plates of the metal body by the tightening force of the tightening means, so that weak vibrations such as wind and traffic vibrations can be prevented. On the other hand, when a large displacement occurs due to an earthquake, the metal plate moves while creating friction within the metal body to which it is sandwiched, and at that time, the frictional force becomes thermal energy and is consumed. , due to this consumed energy, the relative displacement gradually decreases.
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実施例を示す側
面図、第2図は同上設置状態の全体の側面図で、
図中1は建物、2はこの建物1を支承する基礎を
示す。 Fig. 1 is a side view showing one embodiment of the seismic isolation device of the present invention, and Fig. 2 is a side view of the entire installed state of the same.
In the figure, 1 indicates a building, and 2 indicates a foundation that supports this building 1.
基礎2と建物1とは剛に連結されておらず、変
位可能であり、その手段の一例としてけ両者間に
ゴム柱体の中に鉄板を介在させた積層ゴム製の沓
3などを介在させることがある。 The foundation 2 and the building 1 are not rigidly connected and are movable, and one example of this is to interpose between them a shoe 3 made of laminated rubber with a steel plate interposed in a rubber column. Sometimes.
前記建物1側の柱状突出部1aに、上下2枚の
板を根元部で締付可能に連結したコ字形の金属体
4を水平に設けるが、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4の取付部材6は第1図に示すように柱状突出
部1aの縦の袋溝5内を摺動可能なものとし、ま
た第4図に示すように一端を回動自在に柱状突出
部1aの上方に取付けた支持棒7の他端に設ける
取付部材6′を該金属体4の上面に水平に形成し
た袋溝8に摺動自在に挿入して、該支持棒7で金
属体4を吊り上げ支承する。 A U-shaped metal body 4 is installed horizontally on the columnar protrusion 1a on the side of the building 1, which is made up of two upper and lower plates that are tightenably connected at the base. can be followed. That is, as shown in FIG. 1, the mounting member 6 of the metal body 4 is made to be able to slide in the vertical blind groove 5 of the columnar projection 1a, and as shown in FIG. A mounting member 6' provided at the other end of the support rod 7 attached above the protrusion 1a is slidably inserted into a groove 8 formed horizontally on the upper surface of the metal body 4, and the support rod 7 is attached to the metal body. The body 4 is lifted and supported.
該金属体4を上下2枚の板間にボルト又はバネ
による締付手段10を配設し、この締付手段10
により板間を締付けるものである。 A tightening means 10 using a bolt or a spring is disposed between the upper and lower two plates of the metal body 4, and this tightening means 10
This tightens the space between the plates.
一方、第5図に示すように基礎2側の柱状突出
部2aにも縦の袋溝5を形成し、この中に取付部
材6″を摺動自在に挿入し、これに金属板9を水
平に取付ける。 On the other hand, as shown in FIG. 5, a vertical blind groove 5 is also formed in the columnar projection 2a on the side of the foundation 2, into which a mounting member 6'' is slidably inserted, and a metal plate 9 is horizontally inserted into the groove. Attach to.
このようにして金属板9は基礎2の柱状突出部
から水平にかつ上下動自在に突出されるものであ
り、その先端は前記金属体4の開口から内部に挿
入され、さらに、この金属板9は金属体4の上下
2枚の板間で前記締付手段10で締付られること
により、摩擦を生じながら移動可能に挟着され
る。 In this way, the metal plate 9 is projected horizontally and movably up and down from the columnar projection of the foundation 2, and its tip is inserted into the interior through the opening of the metal body 4. is clamped between the two upper and lower plates of the metal body 4 by the clamping means 10, thereby being movably clamped while generating friction.
なお、この挟着による摩擦力はボルト又はバネ
による締付手段10を調整し、その締付力を変え
ることにより変更できる。 Incidentally, the frictional force caused by this clamping can be changed by adjusting the tightening means 10 made of bolts or springs and changing the tightening force.
また、金属体4と金属板9を上下動自在に取付
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。 Further, the method of attaching the metal body 4 and the metal plate 9 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 bonding relationship that is not fixed is achieved. It is also possible to use universal joint hardware.
さらに、建物1側に金属板9を設け、基礎2側
に金属体4を取付けるようにしてもよい。 Furthermore, the metal plate 9 may be provided on the building 1 side, and the metal body 4 may be attached on the foundation 2 side.
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とは金属体4と金属
板9を介して連結されており、金属体4は上下2
枚の板が締付手段10の締付力で金属板9を締付
けているので、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 via the metal body 4 and the metal plate 9, and the metal body 4 is connected to the upper and lower parts.
Since the metal plate 9 is fastened by the fastening force of the fastening means 10, the building 1 and the foundation 2 are rigidly connected to each other in order to prevent the building 1 from shaking as much as possible against minor vibrations such as wind and traffic vibrations. consideration will be given to
一方、地震が発生すると大きな相対変位を生じ
るような力が水平方向に加えられ、金属体4と金
属板9とは前記締付力に抗して離間しようとし、
その際、摩擦が発生する。 On the other hand, when an earthquake occurs, a force that causes a large relative displacement is applied in the horizontal direction, and the metal body 4 and the metal plate 9 try to separate from each other against the tightening force.
At that time, friction occurs.
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、建物1と基礎2との相対変位を減衰
させる。 This friction becomes a braking force and is consumed as thermal energy, thereby damping the relative displacement between the building 1 and the foundation 2.
第6図のグラフはその状態を示すもので、実線
による波は該摩擦力がない場合の振動を示し、点
線による波は摩擦力が熱に変わることにより振動
が減衰していく様子を表している。 The graph in Figure 6 shows this state; the waves drawn by the solid line indicate the vibration in the absence of the frictional force, and the waves drawn by the dotted line indicate how the vibration is attenuated as the frictional force turns into heat. There is.
また、交通振動や地震で生じる上下運動に関し
ては、金属体4や金属板9は柱状突出部1aや2
aに上下動自在に取付けられており、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 vertical movement caused by traffic vibrations or earthquakes, the metal body 4 and metal plate 9
Since it is attached to A so that it can move up and down, and can follow it, no braking force is applied.
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.
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る。また、装
置自体は比較的単純で簡単なものなので、低コス
トで実現できるものである。
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 effectively works to attenuate the relative displacement of only the former. Furthermore, since the device itself is relatively simple and simple, it can be realized at low cost.
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図はその設置例を示す全体の側面図、
第3図は第1図のA−A線矢視図、第4図は、支
持棒と金属体の結合部の斜視図、第5図は金属板
と柱状突出部との結合部の斜視図、第6図は本考
案装置の作用を示すグラフである。
1……建物、1a,2a……柱状突出部、2…
…基礎、3……ゴム製の沓、4……金属体、5…
…縦の袋溝、6,6′,6″……取付部材、7……
支持棒、8……袋溝、9……金属板、10……締
付手段。
Fig. 1 is a side view showing one embodiment of the seismic isolation device of the present invention, Fig. 2 is an overall side view showing an example of its installation,
Fig. 3 is a view taken along the line A-A in Fig. 1, Fig. 4 is a perspective view of the joint between the support rod and the metal body, and Fig. 5 is a perspective view of the joint between the metal plate and the columnar protrusion. , FIG. 6 is a graph showing the operation of the device of the present invention. 1...Building, 1a, 2a...Column-like protrusion, 2...
...Foundation, 3...Rubber shoes, 4...Metal body, 5...
...Vertical bag groove, 6, 6', 6''...Mounting member, 7...
Support rod, 8...Fall groove, 9...Metal plate, 10...Tightening means.
Claims (1)
締付可能に根元部で連結したコ字形の金属体を設
け、建物と基礎のいずれか他方に金属板を設け、
この金属板の先端を金属体の上下2枚の板間に挿
入し、該金属体にボルト又はバネによる締付手段
を設けて上下2枚の板同士を金属板を挟みながら
締付けることで、金属板を金属体に摩擦を生じな
がら移動可能に挟着したことを特徴とする建物の
免震装置。 A U-shaped metal body consisting of two upper and lower plates connected at their bases so that they can be tightened is provided on either the building or the foundation, and a metal plate is provided on the other of the building or the foundation.
By inserting the tip of this metal plate between the upper and lower two plates of the metal body, providing a tightening means using a bolt or a spring on the metal body, and tightening the two upper and lower plates together while sandwiching the metal plate, the metal A seismic isolation device for a building characterized by a plate movably attached to a metal body while generating friction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6258785U JPH033725Y2 (en) | 1985-04-24 | 1985-04-24 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6258785U JPH033725Y2 (en) | 1985-04-24 | 1985-04-24 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61177164U JPS61177164U (en) | 1986-11-05 |
| JPH033725Y2 true JPH033725Y2 (en) | 1991-01-30 |
Family
ID=30591941
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6258785U Expired JPH033725Y2 (en) | 1985-04-24 | 1985-04-24 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH033725Y2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6745095B2 (en) * | 2015-09-09 | 2020-08-26 | 大成建設株式会社 | Damper mounting structure |
-
1985
- 1985-04-24 JP JP6258785U patent/JPH033725Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61177164U (en) | 1986-11-05 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPH0358009B2 (en) | ||
| JP3882325B2 (en) | Friction damper | |
| JP2005538314A (en) | Isolation platform | |
| US6092780A (en) | Low-bed type seismic isolator for display case | |
| JPH10280660A (en) | Seismic isolation device and friction damper for seismic isolation device | |
| JP6641970B2 (en) | Unit-type vibration damping device and vibration-isolation gantry equipped with the unit-type vibration damping device | |
| JP7091190B2 (en) | Combined vibration control device | |
| JP2001241502A (en) | Seismic isolation bearing | |
| JP2000186743A (en) | Anti-vibration gantry for installation equipment | |
| JP2007205449A (en) | Vibration control device | |
| JP5132892B2 (en) | Seismic support device | |
| JPH033724Y2 (en) | ||
| JPS60211142A (en) | Quake damping device | |
| JP3663563B2 (en) | Seismic isolation device | |
| JPH06105015B2 (en) | Vibration isolation device | |
| HU208167B (en) | Vibration-proof basement | |
| JPS6250631B2 (en) | ||
| JPH02271137A (en) | Earthquakeproof supporting device | |
| JPS5819227Y2 (en) | Vibration-proof floating floor support device | |
| JPS6332278Y2 (en) | ||
| JPS6110030Y2 (en) | ||
| JPH06307117A (en) | Damping structure of mega-structure brace frame assembled with damper unit | |
| JPH0529565Y2 (en) | ||
| JP4419226B2 (en) | Vibration control device | |
| JPH0713419B2 (en) | Seismic isolation device |