JPH0243429A - Anti-seismic device for construction - Google Patents
Anti-seismic device for constructionInfo
- Publication number
- JPH0243429A JPH0243429A JP19367988A JP19367988A JPH0243429A JP H0243429 A JPH0243429 A JP H0243429A JP 19367988 A JP19367988 A JP 19367988A JP 19367988 A JP19367988 A JP 19367988A JP H0243429 A JPH0243429 A JP H0243429A
- Authority
- JP
- Japan
- Prior art keywords
- rigid
- damper
- layer
- isolator
- resilient
- 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.)
- Pending
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は、地震発生の際に地面の震動を吸収して建造
物に加わる震動をできるだけ少なくすると共に、生じた
建造物の震動を速やかに減衰させる、建造物用の免震装
置に関するものである。[Detailed Description of the Invention] [Field of Industrial Application] This invention absorbs ground vibrations when an earthquake occurs to minimize the vibrations applied to buildings, and also quickly eliminates the vibrations that occur in buildings. It relates to a seismic isolation device for buildings that provides attenuation.
一般に、建造物用の免震装置は、地盤と建造物の間に設
置されて、建造物を支持すると共に地震波吸収作用をす
るアイソレータと、建造物の震動減衰作用をするダンパ
ーとから構成されている。In general, seismic isolation devices for buildings consist of an isolator that is installed between the ground and the building to support the building and absorb seismic waves, and a damper to dampen the vibration of the building. There is.
従来のこの種免震装置では、通常、アイソレー夕は補強
板を埋設したゴム体から成り、ダンパーは鋼棒、コイル
バネ、オイルダンパー等から成っている。これらのアイ
ソレータとダンパーは、それぞれ別個の製品として製造
され、設置時には適宜個数のアイソレータによって建造
物を支持すると共に、各アイソレータの間に別個にダン
パーを設置していた。In conventional seismic isolation devices of this type, the isolator usually consists of a rubber body with a reinforcing plate embedded therein, and the damper consists of a steel rod, coil spring, oil damper, etc. These isolators and dampers are manufactured as separate products, and when installed, the building is supported by an appropriate number of isolators, and a damper is installed between each isolator.
従来の免震装置は、このようにアイソレータとダンパー
を別々の場所に設置するため、建造物の震動の減衰特性
を調節することが困難であると共に、設置工事が複雑化
していた。In conventional seismic isolation devices, the isolator and damper are installed in separate locations, making it difficult to adjust the vibration damping characteristics of a building and complicating installation work.
そこで、この発明の目的は、コンパクトな構造であって
、設置工事が簡単である建造物用の免震装置を提供する
ことである。SUMMARY OF THE INVENTION Therefore, an object of the present invention is to provide a seismic isolation device for buildings that has a compact structure and is easy to install.
この発明の他の目的は、建造物の震動の減衰特性を調節
することができると共に、容易に製造できる建造物用の
免震装置を提供することである。Another object of the present invention is to provide a seismic isolation device for a building that can adjust the vibration damping characteristics of the building and is easy to manufacture.
上記目的を達成するため、この発明では、弾性層(7)
と剛性層(8)から構成されている弾性部(6)の上下
両端部に、建造物CB)及び地盤(A)にそれぞれ接触
・固定される一対の剛性部材(4) (5)を固着して
成るアイソレータ(2)と、剛性層(8)及び剛性部材
(4) (5)にそれぞれ設けて成るダンパー(3)と
を備えており、弾性層(7)の弾性変形をダンパー(3
)が抑制するように成っている。また弾性部(6)は弾
性層(7)と剛性層(8)との積層体より成っており、
ダンパー(3)は略円環状で剛性部材(4) (5)の
内側面(11)及び剛性層(8)の上面面(9)及び下
面(10)に突設されている。さらに、ダンパー(3)
の高さ(a)は弾性層(8)の厚み(b)より小さくし
である。In order to achieve the above object, the present invention provides an elastic layer (7).
A pair of rigid members (4) (5) that contact and are fixed to the building CB) and the ground (A), respectively, are fixed to the upper and lower ends of the elastic part (6), which is composed of a rigid layer (8) and a rigid layer (8). The damper (3) is provided on the rigid layer (8) and the rigid members (4) and (5), respectively, and dampers (3) are provided to reduce the elastic deformation of the elastic layer (7).
) is designed to be suppressed. Further, the elastic part (6) is made of a laminate of an elastic layer (7) and a rigid layer (8),
The damper (3) has a substantially annular shape and protrudes from the inner surfaces (11) of the rigid members (4) and (5) and the upper surface (9) and lower surface (10) of the rigid layer (8). Furthermore, damper (3)
The height (a) is smaller than the thickness (b) of the elastic layer (8).
ダンパー(3)は、アイソレータ(2)弾性部(6)の
剛性層(8)の上面(9)、下面(10)及び剛性部材
(4) (5)の内側面(11)に突設されているので
、震動等による弾性層(7)の変形を抑制することがで
きる。The damper (3) is provided to protrude from the upper surface (9) and lower surface (10) of the rigid layer (8) of the isolator (2) elastic part (6) and the inner surface (11) of the rigid member (4) (5). Therefore, deformation of the elastic layer (7) due to vibration or the like can be suppressed.
以下この発明の実施例を、図面に従って説明する。 Embodiments of the present invention will be described below with reference to the drawings.
第1図は、この発明に係る免震装置の一実施例を示す縦
断面図で、この発明の免震装置(1)は、地盤(A)と
建造物(B)の間に設置されており、略円柱形としたア
イソレータ(2)と、当該アイソレータ(2)の内部に
設けられた略円環状のダンパー(3)を組み合わせて構
成されている。FIG. 1 is a vertical cross-sectional view showing one embodiment of the seismic isolation device according to the present invention, and the seismic isolation device (1) of the present invention is installed between the ground (A) and the structure (B). It is constructed by combining a substantially cylindrical isolator (2) and a substantially annular damper (3) provided inside the isolator (2).
アイソレータ(2) は、上下両端に厚手の鋼板等より
成る円板形の剛性部材(4) (5)を固着した弾性部
(6)とから成っており、下側の剛性部材(5)は地盤
(A)に固定され、上側の剛性部材(4)は建造物(B
)の底面に接触してこれを支持している。The isolator (2) consists of an elastic part (6) to which disk-shaped rigid members (4) (5) made of thick steel plates, etc. are fixed at both upper and lower ends, and the lower rigid member (5) is It is fixed to the ground (A), and the upper rigid member (4) is attached to the building (B).
) and supports it.
従って、地震等の際には、弾性部(8)が変形し、建造
物(B)と地盤(A)が相対的に変位可能である。Therefore, in the event of an earthquake or the like, the elastic portion (8) deforms and the building (B) and the ground (A) can be relatively displaced.
弾性部(6)はこの実施例では5、複数の弾性層(7)
と複数の剛性層(8) とを垂直方向水平に交互に積層
して形成されている0弾性層(7) としては、ゴム等
の弾性を持つ材料が、剛性層(8)としては、鋼板等の
剛性の高い金属板が好ましいが、これらに限られるもの
ではない。The elastic part (6) is 5 in this example, and the plurality of elastic layers (7)
The elastic layer (7), which is formed by vertically and horizontally stacking a plurality of rigid layers (8), is made of an elastic material such as rubber, and the rigid layer (8) is made of a steel plate. Metal plates with high rigidity such as, but not limited to, are preferred.
ダンパー(3)は、剛性の高い材料より成る略円環状で
、剛性層(8)の上面(9)、下面(10)及び剛性部
材(4) (5)の内側面(11)に突設されている。The damper (3) has a substantially annular shape made of a highly rigid material, and is provided protruding from the upper surface (9) and lower surface (10) of the rigid layer (8) and the inner surface (11) of the rigid members (4) and (5). has been done.
尚、ダンパー(3)の高さ(a)は弾性層(7)の厚み
(b)より小さく、さらに、剛性層(8)の上面(9)
と下面(10)に突設されているダンパー(3)の直径
が異なるように形成されている。Note that the height (a) of the damper (3) is smaller than the thickness (b) of the elastic layer (7), and the upper surface (9) of the rigid layer (8)
and the damper (3) protruding from the lower surface (10) are formed to have different diameters.
また、ダンパー(3)の形状も略円環状が好ましいが、
これらに限られるものではない。Moreover, the shape of the damper (3) is also preferably approximately annular;
It is not limited to these.
次に、この発明の免震装置(1)の作動状態について説
明する。地震が発生して地盤(A)に震動が生じると、
地盤(A)に固定されているアイソレータ(2)の下側
の剛性部材(5)が震動するが、この震動は大部分が弾
性部(8)によって吸収されるため、上側の剛性部材(
4)にはほとんど伝達されない、このため、建造物(B
)自体の震動は非常に小さいものとなる。Next, the operating state of the seismic isolation device (1) of the present invention will be explained. When an earthquake occurs and the ground (A) vibrates,
The lower rigid member (5) of the isolator (2) fixed to the ground (A) vibrates, but most of this vibration is absorbed by the elastic part (8), so the upper rigid member (
4), and for this reason, the building (B)
) itself will have very small vibrations.
また、同時に剛性部材(4) ’ (5)及び剛性層(
8)に突設されているダンパー(3) も、震動が小さ
い間は剛性部材(4) (5)及び剛性層(8)の震動
と共に震動するが、大きな震動や水平方向の震動が発生
した場合、弾性層(7)は剛性層(8)に対して相対的
に大きく変形するため、剛性層(8)に突設されたダン
パー(3)が、弾性層(7)の変形を抑圧(剪断応力)
して、アイソレータ(2)の震動を制御するように働く
。At the same time, the rigid members (4)' (5) and the rigid layer (
The damper (3) protruding from 8) also vibrates along with the vibrations of the rigid members (4) (5) and the rigid layer (8) while the vibrations are small, but large vibrations or horizontal vibrations occur. In this case, the elastic layer (7) deforms largely relative to the rigid layer (8), so the damper (3) protruding from the rigid layer (8) suppresses the deformation of the elastic layer (7). shear stress)
It works to control the vibration of the isolator (2).
従って、大きな震動や水平方向の震動によるアイソレー
タ(2)の震動を制御して減衰させることができるため
、建造物(B)自体の震動は非常に小さなものとなる。Therefore, the vibrations of the isolator (2) caused by large vibrations or horizontal vibrations can be controlled and attenuated, so that the vibrations of the building (B) itself become extremely small.
このことは、従来のアイソレータ(2)の弾性層(7)
の震動による変形を示す第4図のグラフと比べて、第3
図のグラフにはこの発明の免震装置(1)のダンパー(
3)の制御による、弾性層(7)の変形の抑圧が明瞭に
示されている。This means that the elastic layer (7) of the conventional isolator (2)
Compared to the graph in Figure 4, which shows the deformation due to the earthquake,
The graph in the figure shows the damper (
3) clearly shows that the deformation of the elastic layer (7) is suppressed by the control.
尚、ダンパー(3)の形状は略円環状以外の形状でも実
施可能であり、その高さ(b)を調節することによって
様々な震動に対応可能となる。Note that the damper (3) can have a shape other than a substantially annular shape, and by adjusting its height (b), it can cope with various vibrations.
従って、非常にコンパクトな構造となり、且つ容易に減
衰性能の調整を行うことができる。Therefore, the structure is very compact, and the damping performance can be easily adjusted.
以上の説明から明らかなように、この発明の建造物用免
震装置(1)は、ダンパー(3)をアイソレータ(2)
内部に設置しであるので、非常にコンパクトな構成と成
り、従来のアイソレータ(2)を設置するだけの作業で
よいので、設置工事が簡単である。As is clear from the above explanation, the building seismic isolation device (1) of the present invention connects the damper (3) to the isolator (2).
Since it is installed internally, it has a very compact configuration, and the installation work is simple because all that is required is to install the conventional isolator (2).
また、ダンパー(3)の直径及び高さ(b)を変えるだ
けで弾性部(6)の減衰性能を調節できるので、建造物
(B)の震動の減衰特性を容易かつ精確に調節すること
ができる。In addition, the damping performance of the elastic part (6) can be adjusted simply by changing the diameter and height (b) of the damper (3), so the vibration damping characteristics of the building (B) can be easily and accurately adjusted. can.
しかもこの発明の建造物用免震装置(1)は、特別の構
成や材料を用いないので、容易に製造できるという優れ
た効果を有するものである。Furthermore, the building seismic isolation device (1) of the present invention has the excellent effect of being easily manufactured because it does not use any special structure or materials.
第1図は、この発明の免震装置の一実施例の全体構造を
示す縦断面図、第2図は、この発明に係わる剛性層に突
設されたダンパー全体を示す斜視図、第3図は、この発
明の免震装置の剪断応力を示すグラフ、第4図は従来例
の剪断応力を示すグラフ。
(2)・・・アイソレータ (3)
剛性部材 (6)・・・弾性部
剛性層 (A)・・・地盤 (B)
・・・ダンパー (4) (5)・・・(7)・・・弾
性層 (8)・・・
・・・建造物FIG. 1 is a vertical cross-sectional view showing the overall structure of an embodiment of the seismic isolation device of the present invention, FIG. 2 is a perspective view showing the entire damper protruding from a rigid layer according to the present invention, and FIG. 4 is a graph showing the shear stress of the seismic isolation device of the present invention, and FIG. 4 is a graph showing the shear stress of the conventional example. (2)...Isolator (3) Rigid member (6)...Rigid layer of elastic part (A)...Ground (B)...Damper (4) (5)...(7)...・Elastic layer (8)... Building
Claims (1)
性部(6)の上下両端部に、建造物(B)及び地盤(A
)にそれぞれ接触・固定される一対の剛性部材(4)(
5)を固着して成るアイソレータ(2)と、剛性層(8
)及び剛性部材(4)(5)にそれぞれ設けて成るダン
パー(3)とを備えており、弾性層(7)の弾性変形を
ダンパー(3)が抑制するように成っていることを特徴
とする建造物用免震装置。 2、前記弾性部(6)が、弾性層(7)と剛性層(8)
の積層体から構成されていることを特徴とする請求項1
記載の建造物用免震装置。 3、前記ダンパー(3)が略円環状であることを特徴と
する請求項1又は2記載の建造物用免震装置。 4、前記ダンパー(3)が剛性部材(4)(5)の内側
面(11)及び剛性層(8)の上面(9)下面(10)
に突設されていることを特徴とする請求項1乃至3いず
れか1項に記載の建造物用免震装置。 5、前記ダンパー(3)の高さ(a)が、弾性層(7)
の厚み(b)よりが小さいことを特徴とする請求項1乃
至4いずれか1項に記載の建造物用免震装置。[Claims] 1. A building (B) and a ground (A
) a pair of rigid members (4) (
5) and a rigid layer (8).
) and a damper (3) provided on each of the rigid members (4) and (5), and the damper (3) is configured to suppress elastic deformation of the elastic layer (7). Seismic isolation device for buildings. 2. The elastic part (6) has an elastic layer (7) and a rigid layer (8)
Claim 1 characterized in that it is composed of a laminate of
Seismic isolation device for the listed buildings. 3. The seismic isolation device for a building according to claim 1 or 2, wherein the damper (3) has a substantially annular shape. 4. The damper (3) is connected to the inner surfaces (11) of the rigid members (4) and (5) and the upper surface (9) and lower surface (10) of the rigid layer (8).
The seismic isolation device for a building according to any one of claims 1 to 3, wherein the seismic isolation device for a building is provided in a protruding manner. 5. The height (a) of the damper (3) is the same as that of the elastic layer (7).
The seismic isolation device for a building according to any one of claims 1 to 4, characterized in that the thickness (b) is smaller than the thickness (b).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19367988A JPH0243429A (en) | 1988-08-03 | 1988-08-03 | Anti-seismic device for construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19367988A JPH0243429A (en) | 1988-08-03 | 1988-08-03 | Anti-seismic device for construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0243429A true JPH0243429A (en) | 1990-02-14 |
Family
ID=16311983
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP19367988A Pending JPH0243429A (en) | 1988-08-03 | 1988-08-03 | Anti-seismic device for construction |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0243429A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8134301B2 (en) | 2006-02-21 | 2012-03-13 | Osram Ag | Step-up driver with minimal switching frequency |
-
1988
- 1988-08-03 JP JP19367988A patent/JPH0243429A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8134301B2 (en) | 2006-02-21 | 2012-03-13 | Osram Ag | Step-up driver with minimal switching frequency |
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