JPH0220773A - Damping device - Google Patents
Damping deviceInfo
- Publication number
- JPH0220773A JPH0220773A JP16813688A JP16813688A JPH0220773A JP H0220773 A JPH0220773 A JP H0220773A JP 16813688 A JP16813688 A JP 16813688A JP 16813688 A JP16813688 A JP 16813688A JP H0220773 A JPH0220773 A JP H0220773A
- Authority
- JP
- Japan
- Prior art keywords
- rotating body
- damping device
- plate
- central axis
- shell
- 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
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は上下階の躯体間に設置されて制置壁として使
用される、もし《は上下構造体間に設置されて免震装置
として使用される制震装置に関するものである。[Detailed Description of the Invention] [Field of Industrial Application] This invention is installed between the frames of upper and lower floors and used as a restraining wall. This relates to a vibration damping device.
建築物に地震時、強風時等に生ずる振動エネルギーを粘
性体等の熱エネルギーに変換することによりその振動を
吸収する制置壁が種々提案されつつあるが、この制置壁
には、その水平変位置の抵抗力に伴って取付部分に回転
力、もしくは鉛直反力による偶力が作用するため取付部
分の設計が難しくなり、高い抵抗力を発揮させることが
できないという問題を抱えており、この取付部分の力を
処理することが制震壁の製作、または設置上の課題とな
っている。Various restraint walls are being proposed that absorb the vibration energy generated in buildings during earthquakes, strong winds, etc. by converting it into thermal energy of viscous materials, etc. Due to the resistance force due to displacement, rotational force or a couple of vertical reaction forces act on the mounting part, making it difficult to design the mounting part and making it impossible to achieve high resistance. Dealing with the force at the attachment point is a challenge when manufacturing or installing seismic walls.
この発明はこの制震壁の技術的課題に着目してなされた
もので、構造物への取付部分に偶力等の生じない制震装
置を新たに提案しようとするものである。This invention has been made by focusing on the technical problem of seismic walls, and aims to propose a new seismic damping device that does not generate force couples at the part where it is attached to a structure.
〔課題を解決するための手段]
本発明では装置を上下の構造物から構造的に切り離し、
回転板(回転体)を上階の躯体、もしくは上部構造体に
係止、または接触させ、これを建物の変位に従って回転
自在に支えることによって偶力の発生を抑え、−ヒ記課
題を解決する。[Means for solving the problem] In the present invention, the device is structurally separated from the upper and lower structures,
By locking or contacting the rotating plate (rotating body) with the upper floor frame or superstructure and supporting it so that it can rotate freely according to the displacement of the building, the generation of force couples is suppressed, and the problem described in (h) is solved. .
回転板(回転体)が板状の場合、回転板(回転体)はそ
の中央部に水平に突設された中心軸において、下階の躯
体、もしくは下部構造体に係止、または固定される静止
板、殻体に軸支され、一方向に回転し、外力に抵抗する
。If the rotating plate (rotating body) is plate-shaped, the rotating plate (rotating body) is latched or fixed to the lower floor frame or lower structure at the central axis that projects horizontally at the center of the rotating plate (rotating body). The stationary plate is pivotally supported by the shell, rotates in one direction, and resists external forces.
球状の場合、回転体は下部構造体に固定される殻体に包
み込まれ、水平の任意の方向に抵抗する。In the spherical case, the rotating body is enclosed in a shell that is fixed to the substructure and resists any horizontal direction.
回転板(回転体)と静止板(殻体)との間には、建物の
振動エネルギーを吸収し、消費する粘性流体、もしくは
粘弾性体が充填される。A viscous fluid or viscoelastic body that absorbs and consumes the vibration energy of the building is filled between the rotating plate (rotating body) and the stationary plate (shell body).
以下本発明を一実施例を示す図面に基づいて説明する。 The present invention will be explained below based on the drawings showing one embodiment.
まず第1請求項記載の発明を説明する。First, the invention described in claim 1 will be explained.
この発明の制震装置Aは第1図に示すように上階の躯体
B1に一方向に係止する回転板1と、これと同一方向に
下階の躯体B2に係止する静止板2.2と、画板1.2
間に充填される粘性流体3とからなるものである。As shown in FIG. 1, the vibration damping device A of the present invention includes a rotary plate 1 that locks in one direction on the upper floor frame B1, and a stationary plate 2 that locks on the lower floor frame B2 in the same direction. 2 and drawing board 1.2
It consists of a viscous fluid 3 filled in between.
回転板1の中央部両面には中心軸1a、laが水平に突
設され、上部には上階の躯体B1に係止する係止部1b
が形成されている。Central shafts 1a and la are horizontally protruded from both sides of the central part of the rotary plate 1, and a locking part 1b that locks to the upper floor frame B1 is provided at the upper part.
is formed.
静止板2.2はこの回転板1の両側に距離をおいて平行
に配置され、回転板1を回転自在に軸支し、その下部に
は回転板1の係止部1bと同一方向に下階の11体B2
に係止する係止部2a+2aが突設されている。The stationary plate 2.2 is arranged parallel to both sides of the rotary plate 1 at a distance and supports the rotary plate 1 rotatably. 11 bodies on the floor B2
A locking portion 2a+2a that locks is provided in a protruding manner.
静止板2.2は回転板1を取り囲むように配置される必
要から、その外周部は側板2bによって閉鎖され、互い
に一体化される。Since the stationary plate 2.2 needs to be arranged so as to surround the rotary plate 1, its outer periphery is closed by the side plate 2b and is integrated with each other.
回転板1と静止板2,2の各係止部1b、2aの上面、
下面は上下階の躯体B、、B、から突設される突起す、
、b、に一方向に係止する位置に設けられる。The upper surface of each locking part 1b, 2a of the rotating plate 1 and the stationary plate 2, 2,
The lower surface is a protrusion that protrudes from the building blocks B, B, of the upper and lower floors,
, b, at a position that locks in one direction.
回転板1と静止板2,2との間には両者の相対変位時に
減衰力を発生する粘性流体3が充填され、この粘性流体
3によって建物の水平変位時に回転板1に伝わる振動エ
ネルギーが消費される。A viscous fluid 3 is filled between the rotating plate 1 and the stationary plates 2 and 2, which generates a damping force when the two are displaced relative to each other, and this viscous fluid 3 consumes the vibration energy transmitted to the rotating plate 1 when the building is horizontally displaced. be done.
この制震装置Aは第1図−■に示すように静止板2,2
の両外側に配置され、中心軸1a1aを軸支するスタン
ド4等によって躯体Bl。This vibration damping device A is equipped with stationary plates 2 and 2 as shown in Figure 1-■.
The frame Bl is supported by stands 4, etc., which are arranged on both outer sides of the frame and support the central axis 1a1a.
B2間に設置される。It is installed between B2.
第2図は制震装置Aの他の実施例を示したものであるが
、この実施例は回転体1の回転時にこれが復元力を発揮
するよう中心軸1a、la回りの回転板1と静止板2,
2に弾性体5を接着したものである。Fig. 2 shows another embodiment of the vibration damping device A. In this embodiment, the rotating plate 1 around the central axes 1a and 1a is stationary so that the rotating body 1 exerts a restoring force when it rotates. Board 2,
2 and an elastic body 5 bonded thereto.
この弾性体5は中心軸1a、laと静止板22との間の
シールの役目を兼ねることになる。This elastic body 5 also serves as a seal between the central axes 1a, la and the stationary plate 22.
次に第2請求項記載の発明を説明する。Next, the invention described in the second claim will be explained.
この発明の制震装置Aは第3図に示すように回転板1と
静止板2との間に第1請求項発明の粘性流体3に代えて
粘弾性体6を充填、接着したものである。As shown in FIG. 3, the vibration damping device A of this invention has a viscoelastic body 6 filled and bonded between a rotating plate 1 and a stationary plate 2 in place of the viscous fluid 3 of the first claim of the invention. .
この発明では静止板2は回転板1を取り囲む必要がない
ため第3図−■に示すように回転板1の片側にのみ配置
することも可能である。In this invention, since the stationary plate 2 does not need to surround the rotary plate 1, it is also possible to arrange it only on one side of the rotary plate 1, as shown in FIG.
また粘弾性体6自身が復元力を保有するため第1請求項
発明第2実施例の弾性体5は不要である。Further, since the viscoelastic body 6 itself has a restoring force, the elastic body 5 of the second embodiment of the first aspect of the invention is unnecessary.
その他の、回転板1と静止板2が係止部1b。The other rotating plate 1 and stationary plate 2 are the locking portions 1b.
2aを有すること、静止板2が回転板1の中心軸1aを
軸支すること、スタンド4等によって設置されること等
の構成は第1請求項発明と全く同様である。2a, that the stationary plate 2 pivotally supports the central axis 1a of the rotary plate 1, and that it is installed by a stand 4 or the like, are completely the same as the first aspect of the invention.
第4図−1,IIはこの発明の他の実施例を示したもの
である。FIG. 4-1, II shows another embodiment of the present invention.
続いて第3請求項記載の発明を説明する。Next, the invention recited in claim 3 will be explained.
この発明は第5図に示すように上部構造体CIに接触す
る円板状の回転体7と、これを包囲し、下部構造体C2
に固定される殻体8と、殻体8内に充填される粘性流体
3とから構成されるもので、主として免震支承によって
支持される免震構造物に免震装置として設置されるもの
である。As shown in FIG. 5, this invention includes a disk-shaped rotating body 7 that contacts an upper structure CI, and a lower structure C2 that surrounds this.
It consists of a shell 8 that is fixed to the shell 8 and a viscous fluid 3 filled in the shell 8, and is installed as a seismic isolation device in a seismic isolation structure that is mainly supported by seismic isolation bearings. be.
回転体7の中央部両面には第1請求項発明の回転板1と
同様に中心軸?a、?aが突設され、回転体7はこの中
心軸7aニアa回りに上部構造体C1の水平動とともに
接触しながら一方向に回転する。On both sides of the central part of the rotating body 7, there is a central axis, similar to the rotating plate 1 of the first aspect of the invention. a,? a is provided in a protruding manner, and the rotating body 7 rotates in one direction around the central axis 7a near a while contacting with the horizontal movement of the upper structure C1.
殻体8はこの回転体7を包み込み、その中心軸7a、?
aを軸支して下部構造体C2に埋め込む等により固定さ
れ、この容器状の殻体8の内部に第1請求項発明と同じ
く粘性流体3が充填される。The shell body 8 wraps around this rotating body 7, and its central axis 7a, ?
a is pivotally supported and fixed by being embedded in the lower structure C2, and the inside of this container-shaped shell 8 is filled with the viscous fluid 3 as in the first aspect of the invention.
回転体7と上部構造体C6とは例えば第6図に示すよう
に双方の接触面にピニオンとラック状に歯形を形成する
等によって互いに力が伝達される。Force is transmitted between the rotating body 7 and the upper structure C6 by, for example, forming pinion-like and rack-like teeth on their contact surfaces, as shown in FIG.
最後に第4請求項記載の発明を説明する。Finally, the invention recited in claim 4 will be explained.
この発明は第7図に示すように第3請求項発明の回転体
7及び殻体8を球状にし、回転体7を任意の方向に回転
自在としたものであり、他の構成は第3請求項発明と同
様で、回転体7は上部構造体CIに係止、もしくは摩擦
等の伝達手段により接触し、殻体8は下部構造体C2に
埋設する等によって固定される。In this invention, as shown in FIG. 7, the rotating body 7 and the shell 8 of the third claim of the invention are made spherical, and the rotating body 7 is rotatable in any direction, and other configurations are as described in the third claim. Similar to the above invention, the rotating body 7 is engaged with the upper structure CI or comes into contact with the upper structure CI by a transmission means such as friction, and the shell 8 is fixed by being buried in the lower structure C2 or the like.
この発明は以上の通りであり、装置は構造物とは切り離
され、その水平移動に対して回転することによって抵抗
する構造であるため以下に列挙する効果が得られる。The present invention is as described above, and since the device is separated from the structure and has a structure that resists horizontal movement by rotating, the following effects can be obtained.
取付部分に転倒モーメント及び鉛直反力を受けることが
ないので設計が容易となり、そのために装置の抵抗力を
高く設定することができる。Since the mounting portion is not subjected to overturning moment or vertical reaction force, the design is easy, and therefore the resistance force of the device can be set high.
第1乃至第3請求項発明では構造物に面外方向には接触
していないため面外方向層間変位による強制変形を受け
ることが全くなく、第4請求項発明では任意の方向に回
転自在のためその影響を受けることはない。In the first to third claimed inventions, since the structure is not in contact with the structure in an out-of-plane direction, it is not subjected to any forced deformation due to out-of-plane interlayer displacement, and in the fourth claimed invention, the structure is free to rotate in any direction. Therefore, it will not be affected by it.
装置は単に設置するだけで備え付けられるので取り付け
、取り外し工事が極めて簡単である。Since the device can be installed simply by installing it, installation and removal work is extremely easy.
第1図及び第2図は第1請求項発明の実施例を示したも
ので、それぞれ■は立面図、■は縦断面図、第3図、第
4図は第2請求項発明の実施例を示したもので、それぞ
れ■は立面図、■及び第3図−■は縦断面図、第5図−
r、 uは第3請求項発明の実施例を示したそれぞれ
立面図、側面図、第6図は第5図−Iの一部拡大図、第
7図−I、 IIは第4請求項発明の実施例を示した
それぞれ縦断面図及びその直交方向断面図である。
A1・・・・・・制震装置、B、・・・・・・上階躯体
、B2・・・・・・下階躯体、b、、b2・・・・・・
突起、1・・・・・・回転板、1a・・・・・・中心軸
、lb・・・・・・係止部、2・・・・・・静止板、2
a・・・・・・係止部、2b・・・・・・側板、3・・
・・・・粘性流体、4・・・・・・スタンド、5・・・
・・・弾性体、6・・・・・・粘弾性体、C1・・・・
・・上部構造体、C2・・・・・・下部構造体、7・・
・・・・回転体、7a・・・・・・中心軸、8・・・・
・・殻体。
第
門
工
第
図
工Figures 1 and 2 show an embodiment of the first claimed invention, where ■ is an elevational view, ■ is a vertical sectional view, and Figures 3 and 4 are implementations of the second claimed invention. Examples are shown, where ■ is an elevation view, ■ and Figure 3 - ■ are longitudinal cross-sectional views, and Figure 5 -
r and u are respectively an elevational view and a side view showing an embodiment of the third claim, FIG. 6 is a partially enlarged view of FIG. 5-I, and FIGS. 7-I and II are the fourth claim. 1A and 1B are a vertical cross-sectional view and an orthogonal cross-sectional view, respectively, showing an embodiment of the invention. A1... Vibration damping device, B... Upper floor frame, B2... Lower floor frame, b,, b2...
Projection, 1... Rotating plate, 1a... Center shaft, lb... Locking part, 2... Stationary plate, 2
a...Locking part, 2b...Side plate, 3...
...Viscous fluid, 4...Stand, 5...
...Elastic body, 6...Viscoelastic body, C1...
... Upper structure, C2... Lower structure, 7...
...Rotating body, 7a... Central axis, 8...
...shell body. 1st gate construction 1st drawing
Claims (4)
階の躯体に一方向に係止する係止部を有する回転板と、
この回転板の両側に距離をおいて平行に配置され、中心
軸を回転自在に軸支するとともに、下部に下階の躯体に
回転板係止部と同一方向に係止する係止部を有する静止
板と、両板間に充填される粘性流体とからなる制震装置
。(1) A rotating plate with a central axis protruding horizontally on both sides of the central part and a locking part on the top that locks in one direction to the upper floor frame;
It is arranged in parallel with a distance on both sides of this rotary plate, rotatably supports the central axis, and has a locking part at the bottom that locks the lower floor frame in the same direction as the rotary plate locking part. A vibration control device consisting of a stationary plate and a viscous fluid filled between the two plates.
なくともその側に静止板が配置され、両板間には粘性流
体に代えて粘弾性体が双方に接着されて充填されている
ことを特徴とする第1請求項記載の制震装置。(2) The central axis should protrude from at least one side of the rotary plate, a stationary plate should be placed on at least that side, and the space between the two plates should be filled with a viscoelastic material instead of viscous fluid, which is glued to both sides. The vibration damping device according to claim 1, characterized in that:
体に接触し、その水平動とともに回転する円板状の回転
体と、下部構造体に固定され、回転体を包み込み、その
中心軸を回転自在に軸支する殻体と、殻体内に充填され
る粘性流体とからなる制震装置。(3) A disk-shaped rotating body with a central axis protruding horizontally on both sides of the central part, which contacts the upper structure and rotates with its horizontal movement, and a disk-shaped rotating body that is fixed to the lower structure and wraps around the rotating body. A vibration damping device consisting of a shell that rotatably supports a central axis and a viscous fluid filled inside the shell.
方向に回転する球状の回転体と、下部構造体に固定され
、回転体を包み込む殻体と、殻体内に充填される粘性流
体とからなる制震装置。(4) A spherical rotating body that contacts the upper structure and rotates in any direction along with its horizontal movement, a shell that is fixed to the lower structure and envelops the rotating body, and a viscous fluid filled in the shell. A vibration damping device consisting of.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16813688A JPH0220773A (en) | 1988-07-06 | 1988-07-06 | Damping device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16813688A JPH0220773A (en) | 1988-07-06 | 1988-07-06 | Damping device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0220773A true JPH0220773A (en) | 1990-01-24 |
| JPH0522027B2 JPH0522027B2 (en) | 1993-03-26 |
Family
ID=15862502
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16813688A Granted JPH0220773A (en) | 1988-07-06 | 1988-07-06 | Damping device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0220773A (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62194371A (en) * | 1986-02-20 | 1987-08-26 | 住友建設株式会社 | Earthquake control apparatus of building |
-
1988
- 1988-07-06 JP JP16813688A patent/JPH0220773A/en active Granted
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62194371A (en) * | 1986-02-20 | 1987-08-26 | 住友建設株式会社 | Earthquake control apparatus of building |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0522027B2 (en) | 1993-03-26 |
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