JPH0742724B2 - Vibration control device - Google Patents
Vibration control deviceInfo
- Publication number
- JPH0742724B2 JPH0742724B2 JP63180678A JP18067888A JPH0742724B2 JP H0742724 B2 JPH0742724 B2 JP H0742724B2 JP 63180678 A JP63180678 A JP 63180678A JP 18067888 A JP18067888 A JP 18067888A JP H0742724 B2 JPH0742724 B2 JP H0742724B2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- pipe
- inner pipe
- peripheral surface
- outer tube
- 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 - Fee Related
Links
- 238000013016 damping Methods 0.000 claims description 24
- 239000012530 fluid Substances 0.000 claims description 21
- 230000002093 peripheral effect Effects 0.000 claims description 16
- 238000006073 displacement reaction Methods 0.000 description 10
- 230000000694 effects Effects 0.000 description 5
- 238000002955 isolation Methods 0.000 description 3
- 125000006850 spacer group Chemical group 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 この発明は上下部構造体間の、または上下階間の相対水
平移動時に、あるいは設備機器と構造体間の相対移動時
に粘性減衰性能を発揮する制震装置に関するものであ
る。DETAILED DESCRIPTION OF THE INVENTION [Industrial application] The present invention exhibits viscous damping performance during relative horizontal movement between upper and lower structures, or between upper and lower floors, or relative movement between equipment and structures. It is related to the vibration control device.
積層ゴム等を免震装置として使用する免震構造物では、
建物の揺れの増大を抑え、その変位時の安全性を確保す
る必要からダンパー、または減衰装置等のエネルギー吸
収装置が併用されるが、特に粘性を利用した減衰装置と
してこれまで、対向する水平板間に介在する粘性流体の
層流により両者間に発生する粘性せん断力を利用して減
衰性能を発揮させる機構の粘性ダンパーが提案されてい
る。In a seismic isolation structure that uses laminated rubber etc. as a seismic isolation device,
An energy absorbing device such as a damper or a damping device is also used in order to suppress the increase of the shaking of the building and to secure the safety at the time of its displacement. A viscous damper having a mechanism that exhibits damping performance by utilizing a viscous shearing force generated between the two by a laminar flow of a viscous fluid interposed therebetween has been proposed.
ところが粘性ダンパーは粘性体に接触する板の面積が大
きい程せん断抵抗力が大きくなる機構であるため有効な
減衰力を得るには装置自身の規模を大きくする必要があ
り、その結果設置に場所を取るという難点がある。However, the viscous damper is a mechanism in which the shear resistance increases as the area of the plate in contact with the viscous body increases, so it is necessary to increase the scale of the device itself in order to obtain an effective damping force. There is a difficulty to take.
この発明はこの従来の粘性ダンパーの実情を踏まえてな
されたもので、設備に場所を取らない構造のダンパーを
新たに提案しようとするものである。The present invention has been made in view of the actual situation of the conventional viscous damper, and is intended to newly propose a damper having a structure that does not take up much space in equipment.
本発明では装置を、上下部構造体間に水平に、あるいは
建築設備機器と上部、または下部構造体間に水平、もし
くは鉛直に配置され、その一方に軸支される中空の外管
とこの中に挿通され、他方に軸支されるロッドとから二
重管構造とすることにより装置の占有面積を狭小化し、
もしくは構造物のフレームの一部を構成する内管とその
回りに被せられ、フレーム面内に架設されるブレースが
接続される外管とから、またはフレーム面内に架設され
る斜材を二重管として装置を構成することによりこれを
フレーム内に組み込み、従来構造の問題を解決する。In the present invention, the device is arranged horizontally between the upper and lower structures, or horizontally between the building equipment and the upper or lower structure, or vertically, and a hollow outer tube axially supported by one of them and The area occupied by the device is narrowed by adopting a double tube structure from the rod that is inserted into
Alternatively, the inner pipe that forms a part of the frame of the structure and the outer pipe that is wrapped around the inner pipe and that is connected to the braces that are installed in the frame surface, or the diagonal member that is installed in the frame surface are doubled. By constructing the device as a tube, it is incorporated into the frame, solving the problems of conventional construction.
前者の、上下部構造体間に設置される場合、外管は中央
部で一方の構造体に鉛直軸回りに回転自在に軸支され、
ロッドは一端で他方の構造体に同じく鉛直軸回りに回転
自在に軸支され、このロッド外周面と外管内周面間に粘
性流体が充填される。In the former case, when installed between the upper and lower structures, the outer tube is rotatably supported by one of the structures at the center around a vertical axis,
Similarly, the rod is rotatably supported by the other structure at one end about the vertical axis, and the viscous fluid is filled between the outer peripheral surface of the rod and the inner peripheral surface of the outer tube.
建築設備機器と構造体間に設置される場合は、外管とロ
ッドは鉛直軸、水平軸のいずれか一方の軸回りに軸支さ
れる。When installed between the building equipment and the structure, the outer pipe and rod are pivotally supported around either the vertical axis or the horizontal axis.
そしてロッド軸方向の、上下部構造体の相対水平移動時
には外管は回転せず、ロッドが外管内を往復動し、他の
方向の相対水平移動時には外管が回転すると同時に、ロ
ッドが往復動するという機構で装置は水平2方向の減衰
性能を発揮する。The outer tube does not rotate during relative horizontal movement of the upper and lower structures in the rod axial direction, the rod reciprocates in the outer tube, and the outer tube rotates during relative horizontal movement in other directions, and at the same time the rod reciprocates. With this mechanism, the device exhibits damping performance in two horizontal directions.
設備機器に取り付く場合は構造体との間の水平、または
鉛直の相対移動に対して減衰性能を発揮する。When it is mounted on equipment, it exhibits damping performance against horizontal or vertical relative movement with the structure.
また後者の、フレーム内に組み込まれる場合は、フレー
ム面内の水平変形時にフレームの一部である内管に沿っ
てブレースが接続される外管が軸方向に往復動し、二重
管となった斜材も同じく内外管が軸方向に相対移動して
両管間に充填される粘性流体によってフレーム面内方向
の減衰性能が発揮される。In the latter case, when it is installed in the frame, the outer pipe connected to the brace along the inner pipe that is a part of the frame reciprocates in the axial direction during horizontal deformation in the frame surface, forming a double pipe. Similarly, in the diagonal member, the inner and outer tubes relatively move in the axial direction, and the viscous fluid filled between the two tubes exhibits damping performance in the in-plane direction of the frame.
装置は粘性流体を粘弾性体で置き換えても同様の効果を
発揮する。The device has a similar effect even when the viscous fluid is replaced with a viscoelastic 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 described below with reference to the drawings illustrating an embodiment.
まず第1請求項記載の発明を説明する。First, the invention described in the first claim will be described.
この発明の制震装置Aは第1図に示すように上部構造体
B1と下部構造体B2間に水平に設置され、いずれか一方の
構造体B2に鉛直軸回りに回転自在に軸支される中空の外
管1と、他方の構造体B1に同じく鉛直軸回りに回転自在
に軸支されるロッド2と、両者間に充填される粘性流体
3とから構成され、両構造体B1,B2の水平2方向の相対
変位に対して粘性減衰性能を発揮するものである。As shown in FIG. 1, the vibration control device A of the present invention has an upper structure.
B 1 and horizontally disposed between the lower structure B 2, a hollow outer tube 1 which is either rotatably supported about a vertical axis on one of the structure B 2, similarly to the other of the structure B 1 It consists of a rod 2 that is rotatably supported around a vertical axis and a viscous fluid 3 that fills the space between them. Viscous damping performance with respect to relative displacement of both structures B 1 and B 2 in two horizontal directions. Is to demonstrate.
外管1は図示するように取り付く側の構造体、図示の実
施例の場合下部構造体B2に鉛直に立設される起立軸4を
軸として下部構造体B2に水平面内を回転自在に軸支され
る。Structure attaches to the outer tube 1 is shown a side, rotatably in a horizontal plane and standing shaft 4 is vertically erected on the undercarriage B 2 In the illustrated embodiment the lower structure B 2 as an axis Is pivotally supported.
外管1は下部構造体B2に対して回転自在となればよいか
ら起立軸4は例えば下端が下部構造体B2に固定され、上
端で外管1を軸支する等少なくとも一端がその側に対し
て回転する状態にあればよい。Since the outer tube 1 can be freely rotated with respect to the lower structure B 2 , the erecting shaft 4 has, for example, a lower end fixed to the lower structure B 2 and an upper end pivotally supporting the outer tube 1 and at least one end thereof. It should be in a state of rotating with respect to.
ロッド2はこの外管1内に間隙を設けて挿通され、一端
が、外管1を軸支する構造体(下部構造体)B2に対向す
る構造体(上部構造体)B1から鉛直に垂下する垂下軸5
によって外管とともに下部構造体B2に対して回転自在に
上部構造体B1に軸支される。The rod 2 is inserted into the outer tube 1 with a gap, and one end of the rod 2 extends vertically from the structure (upper structure) B 1 facing the structure (lower structure) B 2 axially supporting the outer tube 1. Hanging drooping shaft 5
Is rotatably supported by the upper structure B 1 with respect to the lower structure B 2 together with the outer tube.
この垂下軸5もロッド2側と上部構造体B1側の少なくと
も一方がその側に対して回転すればよい。As for the hanging shaft 5, at least one of the rod 2 side and the upper structure B 1 side may rotate with respect to that side.
ロッド2の外周面と外管1の内周面間の間隙には図示す
るように粘性流体3が充填され、外管1の両端には粘性
流体3の流出を防止し、ロッド2往復動時にこれを原位
置に復帰させるゴムシール6がロッド2回りを周回し、
ロッド2と外管1とに接着されている。A gap between the outer peripheral surface of the rod 2 and the inner peripheral surface of the outer pipe 1 is filled with a viscous fluid 3 as shown in the figure, and the viscous fluid 3 is prevented from flowing out to both ends of the outer pipe 1 so that when the rod 2 reciprocates. A rubber seal 6 that returns this to its original position goes around the rod 2,
It is bonded to the rod 2 and the outer tube 1.
以上の構成からなる本制震装置Aは、上部構造体B1と下
部構造体B2の、ロッド2軸方向の相対移動時にはロッド
2が外管1に対して伸縮することにより、またロッド2
軸に交差する方向の相対移動時には第2図に示すように
外管1が起立軸4回りに回転すると同時に、ロッド2が
伸縮することにより上下部構造体B1,B2の水平2方向の
相対変位に対して粘性減衰効果を発揮する仕組になって
いる。The seismic damping device A having the above-described structure is configured so that the rod 2 expands and contracts with respect to the outer tube 1 when the upper structure B 1 and the lower structure B 2 move relative to each other in the axial direction of the rod 2.
At the time of relative movement in the direction crossing the axis, as shown in FIG. 2, the outer tube 1 rotates about the upright axis 4 and, at the same time, the rod 2 expands and contracts to move the upper and lower structures B 1 , B 2 in two horizontal directions. It is designed to exert a viscous damping effect on relative displacement.
ロッド2は外管1に対する相対移動後、ゴムシール6に
よって元の位置に復帰する。The rod 2 is returned to its original position by the rubber seal 6 after the relative movement with respect to the outer tube 1.
ロッド2は外管1と同じく中空部材でもよく、また外管
1内に複数本並列して配置されることによって減衰効果
を高めることができる。The rod 2 may be a hollow member like the outer tube 1, and the damping effect can be enhanced by arranging a plurality of rods in parallel in the outer tube 1.
第2請求項記載の発明は上記発明の粘性流体3を第3図
に示すように適量の粘弾性体7に置き換えたもので、第
1請求項発明と全く同様の働きをするものである。The invention according to the second aspect is one in which the viscous fluid 3 of the above invention is replaced with an appropriate amount of viscoelastic body 7 as shown in FIG. 3, and it has exactly the same function as the invention according to the first aspect.
粘弾性体7はロッド2外周面と外管1内周面とに、双方
が軸方向に相対移動可能に接着され、この発明では外管
1両端のゴムシール6は不要となる。The viscoelastic body 7 is adhered to the outer peripheral surface of the rod 2 and the inner peripheral surface of the outer tube 1 so that they can move relative to each other in the axial direction. In the present invention, the rubber seals 6 at both ends of the outer tube 1 are unnecessary.
第3請求項記載の発明は第1、もしくは第2請求項記載
発明と同一構造の制震装置Aを、上下部構造体B1,B2間
に代えて建築設備機器と上部、もしくは下部構造体B1、
B2間に外管1とロッド2とを鉛直軸回り、もしくは水平
軸回りに回転自在に軸支して設置し、建築設備機器の制
振に利用するもので、第1、第2請求項発明と同様の機
構を示すものである。The invention described in claim 3 is the same as the invention described in claim 1 or claim 2, except that the damping device A having the same structure is replaced between the upper and lower structures B 1 and B 2 and the building equipment and the upper or lower structure. Body B 1 ,
The outer tube 1 and the rod 2 are rotatably supported around a vertical axis or a horizontal axis between B 2 and installed to be used for damping of building equipment. It shows a mechanism similar to the invention.
次に第4請求項記載の発明を説明する。Next, the invention described in claim 4 will be described.
この発明の制震装置Aは第4図−1〜IIIに示すように
構造物のフレームFの一部、すなわち梁、もしくは柱を
構成する内管8とその回りに被せられる外管9と両者間
に充填される粘性流体3とから構成され、フレームF面
内の水平変形、すなわち上下階の水平相対変位に対して
粘性減衰性能を発揮するものである。As shown in FIGS. 4-1 to III, the vibration control device A of the present invention is a part of a frame F of a structure, that is, an inner pipe 8 which constitutes a beam or a column and an outer pipe 9 which is put around the inner pipe 8. It is composed of the viscous fluid 3 filled in between, and exhibits viscous damping performance against horizontal deformation in the plane of the frame F, that is, horizontal relative displacement of the upper and lower floors.
内管8は第4図に示すように梁の場合と柱の場合とがあ
り、外管9はこの内管8に沿って軸方向に往復動可能
に、内管8の中間部回りに、その外周面との間に第5図
に示すように間隙を設けて被せられる。The inner pipe 8 may be a beam or a pillar as shown in FIG. 4, and the outer pipe 9 can be axially reciprocated along the inner pipe 8 around the middle portion of the inner pipe 8. A gap is provided between the outer peripheral surface and the outer peripheral surface as shown in FIG.
この間隙は第5図−IIに示すようにスペーサ10によって
保持され、ここには第5図に示すように粘性流体3が充
填され、外管9の両端と内管8とにはゴムシール6が接
着される。This gap is held by a spacer 10 as shown in FIG. 5-II, filled with a viscous fluid 3 as shown in FIG. 5, and a rubber seal 6 is provided at both ends of the outer pipe 9 and the inner pipe 8. To be glued.
外管9にはまた図示するようにフレームF内に架設され
るブレースBが接続されており、このブレースBによっ
て本制震装置AはフレームFの変形に対して第1請求項
発明と同様の挙動を示すことになる。このブレースBは
外力には抵抗しない。As shown in the drawing, the outer tube 9 is also connected to a brace B which is erected in the frame F. With this brace B, the present vibration control device A is the same as the first aspect of the invention with respect to the deformation of the frame F. Will behave. This brace B does not resist external force.
第4図−1は内管8が梁の場合であるが、この実施例の
場合フレームFが水平変形し、内管8が下階側の内管8
に対して相対変位した際、制震装置Aは外管9に接続さ
れたブレースBが元の状態を保ち、外管9を内管8に対
して相対的に逆方向へ移動させ、その相対移動によって
粘性抵抗力を発揮する。FIG. 4-1 shows the case where the inner pipe 8 is a beam. In this embodiment, the frame F is horizontally deformed, and the inner pipe 8 is the lower inner pipe 8.
When the seismic damper A is displaced relative to the inner pipe 8, the brace B connected to the outer pipe 9 maintains the original state, and moves the outer pipe 9 in the opposite direction relative to the inner pipe 8. It exerts viscous resistance by moving.
IIの、内管8が柱の場合は梁の変位方向側のブレースB
がそれに接続する外管9を柱に対して押し下げ、逆側の
ブレースBがその側の外管9を押し上げることによって
変位を減衰させる仕組になっている。Brace B on the displacement side of the beam when the inner pipe 8 of II is a pillar
Pushes down the outer pipe 9 connected to it against the pillar, and the brace B on the opposite side pushes up the outer pipe 9 on that side to dampen the displacement.
IIIはIとIIの組み合わせである。III is a combination of I and II.
内管8と外管9の相対移動後はゴムシール6によって原
位置に復帰する。After the relative movement of the inner pipe 8 and the outer pipe 9, the rubber seal 6 restores the original position.
第5請求項記載の発明は第4請求項発明の粘性流体3を
第6図に示すように適量の粘弾性体7に置き換えたもの
で、機構は上記発明と同じである。In the invention described in claim 5, the viscous fluid 3 of the invention of claim 4 is replaced with an appropriate amount of viscoelastic body 7 as shown in FIG. 6, and the mechanism is the same as in the above invention.
続いて第6請求項記載の発明を説明する。Next, the invention described in claim 6 will be described.
この発明は第7図に示すようにフレームF内に架設され
る斜材を制震装置Aとして構成したもので、一端がフレ
ームFに接続され、他端がフレームFから切り離される
内管11と、その他端側がフレームFに接続される外管12
と、間に充填される粘性流体3とからなり、フレームF
の変形に追随し、その変位を減衰させるものである。In this invention, as shown in FIG. 7, a diagonal member erected in a frame F is constructed as a vibration control device A. One end is connected to the frame F and the other end is disconnected from the frame F. , The outer tube 12 whose other end is connected to the frame F
And viscous fluid 3 filled between
It follows the deformation of and reduces its displacement.
外管12は図示するように内管11とは逆に内管11の切り離
される側のフレームFに接続され、接続される側のフレ
ームFから切り離され、第4請求項発明と同様に内管11
との間にスペーサ10による間隙を設けてその回りに被せ
られる。As shown in the drawing, the outer pipe 12 is connected to the frame F on the side of the inner pipe 11 on the side opposite to the inner pipe 11, and is disconnected from the frame F on the side to be connected. 11
A spacer 10 is provided between and to cover the space around it.
また第8図に示すように内管11の端部と外管12の端部に
ゴムシール6が内外管11,12に接着されることは第4請
求項発明と全く同様である。Further, as shown in FIG. 8, the rubber seals 6 are adhered to the inner and outer pipes 11 and 12 at the ends of the inner pipe 11 and the outer pipe 12, respectively, which is exactly the same as the fourth aspect of the invention.
フレームFの変形時、本制震装置Aは内管11が変位量に
応じて外管12に対して伸長、あるいは収縮して変位に追
従し、その相対移動により減衰力を発揮し、相対移動後
はゴムシール6によって復元する。When the frame F is deformed, the vibration control device A of the vibration control device A follows the displacement by expanding or contracting the inner pipe 11 with respect to the outer pipe 12 in accordance with the displacement amount, and exerts a damping force by the relative movement, thereby performing the relative movement. The rest is restored by the rubber seal 6.
この制震装置Aは第9図のように外管12の内部に複数本
の内管11を配置する構成を採ることもできる。The vibration control device A can also have a structure in which a plurality of inner pipes 11 are arranged inside the outer pipe 12 as shown in FIG.
第7請求項記載の発明は第10図に示すように第5請求項
発明の粘性流体3を適量の粘弾性体7に置換したもの
で、機構は上記発明と全く同じである。In the invention described in claim 7, as shown in FIG. 10, the viscous fluid 3 of the invention of claim 5 is replaced by an appropriate amount of viscoelastic body 7, and the mechanism is exactly the same as the above invention.
以上の第4乃至第7請求項発明の制震装置Aは単独で制
震構造物を形成するが、積層ゴム支承等の免震装置と組
み合わせて制震及び免震効果の高い構造物を実現するこ
ともできる。The vibration damping device A according to the above fourth to seventh inventions independently forms a vibration damping structure, but by combining with a vibration damping device such as a laminated rubber bearing, a structure having high vibration damping and seismic isolation effects is realized. You can also do it.
この発明は以上の通りであり、外管とその中に挿通され
るロッド、もしくは内管間に粘性流体、または粘弾性体
を充填したもので、外管の軸方向の相対移動によって減
衰力を発揮する構造であるため小さい設置スペースで大
変位に追従させることができ、特に第4乃至第7請求項
発明では構造物のフレーム内に組み込まれるため設置ス
ペースの確保が難しい構造物(鉄塔等)に据え付けるこ
とができる。The present invention is as described above, and a viscous fluid or a viscoelastic body is filled between the outer tube and the rod inserted therein, or the inner tube, and the damping force is generated by the relative movement of the outer tube in the axial direction. Since the structure is effective, it is possible to follow a large displacement in a small installation space. Particularly, in the fourth to seventh inventions, it is difficult to secure the installation space because it is incorporated in the frame of the structure (steel tower etc.). Can be installed on.
また第4乃至第7請求項発明はフレーム自身の振動を減
衰するものであるため特別な装置を付加せずに構造物に
弾性領域内での高い減衰性能を保有させることができ
る。Further, since the fourth to seventh inventions damp the vibration of the frame itself, the structure can have a high damping performance in the elastic region without adding a special device.
第1図−I,IIは第1請求項発明の実施例を示したそれぞ
れ立面図,側面図、第2図はその挙動の様子を示した平
面図、第3図は第2請求項発明の実施例を示した立面
図、第4図−I,II,IIIは第4請求項発明の実施例を示し
た立面図、第5図−Iはその一部を拡大した断面図、II
は軸方向断面図、第6図−I,IIは第5請求項発明の一部
を示したそれぞれ拡大断面図、軸方向断面図、第7図は
第6請求項発明の実施例を示した立面図、第8図はその
一部を拡大した断面図、第9図は他の実施例を示した軸
方向断面図、第10図は第7請求項発明の一部を示した断
面図である。 A……制震装置、1……外管、2……ロッド、3……粘
性流体、4……起立軸、5……垂下軸、6……ゴムシー
ル、B1……上部構造体、B2……下部構造体、7……粘弾
性体、F……フレーム、8…内管、9……外管、10……
スペーサ、B……ブレース、11……内管、12……外管。FIGS. 1-I and II are an elevation view and a side view, respectively, showing an embodiment of the invention of the first claim, FIG. 2 is a plan view showing the behavior thereof, and FIG. 3 is the invention of the second claim. 4 is an elevational view showing an embodiment of the present invention, FIGS. 4-I, II, and III are elevational views showing an embodiment of the present invention, and FIG. 5-I is an enlarged sectional view of a part thereof. II
Is an axial sectional view, FIGS. 6-I and II are enlarged sectional views showing a part of the fifth invention, respectively, axial sectional views, and FIG. 7 is an embodiment of the sixth invention. Fig. 8 is an elevational view, Fig. 8 is an enlarged sectional view of a part thereof, Fig. 9 is an axial sectional view showing another embodiment, and Fig. 10 is a sectional view showing a part of the seventh invention. Is. A ...... Damping device 1 ...... outer tube 2 ...... rod, 3 ...... viscous fluid, 4 ...... upright axis, 5 ...... hanging shaft, 6 ...... rubber seal, B 1 ...... superstructure, B 2 ... Lower structure, 7 ... Viscoelastic body, F ... Frame, 8 ... Inner tube, 9 ... Outer tube, 10 ...
Spacer, B ... Brace, 11 ... Inner tube, 12 ... Outer tube.
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平1−284638(JP,A) ─────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-1-284638 (JP, A)
Claims (7)
が一方の構造体に、鉛直軸回りに回転自在に軸支される
中空の外管と、外管内に挿通され、一端が他方の構造体
に、鉛直軸回りに回転自在に軸支され、上下部構造体の
水平2方向の相対移動時に外管内を軸方向に往復動する
ロッドと、外管内周面とロッド外周面間に充填される粘
性流体とからなる制震装置。1. A hollow outer tube horizontally disposed between upper and lower structures and having a central portion rotatably supported on one structure at one center, and one end inserted through the outer tube. A rod that is rotatably supported by the other structure around a vertical axis and that reciprocates in the axial direction in the outer tube when the upper and lower structural bodies move in two horizontal directions, and between the inner surface of the outer tube and the outer surface of the rod. A vibration control device consisting of a viscous fluid filled in.
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 vibration control device according to claim 1, wherein a viscoelastic body is bonded and filled between the inner peripheral surface of the outer pipe and the outer peripheral surface of the rod instead of the viscous fluid.
部、もしくは下部構造体間に、外管とロッドとが鉛直軸
回り、もしくは水平軸回りに回転自在に軸支されて設置
されていることを特徴とする第1請求項または第2請求
項記載の制震装置。3. An outer pipe and a rod are rotatably supported around a vertical axis or a horizontal axis between a building equipment and an upper or lower structure instead of the upper and lower structures. The vibration control device according to claim 1 or 2, wherein
と、内管の中間部回りに被せられるとともに、フレーム
面内に架設されるブレースが接続され、フレーム面内の
水平変形時に内管に沿って軸方向に往復動する外管と、
内管外周面と外管内周面間に充填される粘性流体とから
なる制震装置。4. An inner pipe forming a part of a frame of a structure, and a brace which is covered around an intermediate portion of the inner pipe and is erected in a frame surface are connected, and the inner pipe is horizontally deformed in the frame surface. An outer tube that reciprocates in the axial direction along the tube,
A vibration control device consisting of a viscous fluid filled between the outer peripheral surface of the inner pipe and the inner peripheral surface of the outer pipe.
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4請求項記載の制震装置。5. The vibration damping device according to claim 4, wherein a viscoelastic body is adhered to and filled between the outer peripheral surface of the inner pipe and the inner peripheral surface of the outer pipe instead of the viscous fluid.
に接続され、他端がフレームから切り離された状態に架
設される内管と,内管の回りに被せられるとともに、内
管の切り離される側のフレームに接続され、接続される
側のフレームから切り離され、フレーム面内の水平変形
時に内管に沿って軸方向に往復動する外管と、内管外周
面と外管内周面間に充填される粘性流体とからなる制震
装置。6. An inner pipe, one end of which is connected to the frame and the other end of which is erected in a state of being separated from the frame, in a frame surface of the structure, and the inner pipe is covered around the inner pipe and separated from the inner pipe. The outer pipe that is connected to the frame on the side that is connected to and disconnected from the frame that is connected and that reciprocates in the axial direction along the inner pipe when the frame surface is horizontally deformed, and the outer surface of the inner tube and the inner surface of the outer tube. A vibration control device consisting of a viscous fluid filled in.
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6請求項記載の制震装置。7. The vibration damping device according to claim 6, wherein a viscoelastic body is adhered to and filled between the outer peripheral surface of the inner pipe and the inner peripheral surface of the outer pipe instead of the viscous fluid.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63180678A JPH0742724B2 (en) | 1988-07-20 | 1988-07-20 | Vibration control device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63180678A JPH0742724B2 (en) | 1988-07-20 | 1988-07-20 | Vibration control device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0230829A JPH0230829A (en) | 1990-02-01 |
| JPH0742724B2 true JPH0742724B2 (en) | 1995-05-10 |
Family
ID=16087394
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63180678A Expired - Fee Related JPH0742724B2 (en) | 1988-07-20 | 1988-07-20 | Vibration control device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0742724B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06229145A (en) * | 1993-02-01 | 1994-08-16 | Kajima Corp | Vibration attenuation device for building frame |
| JP3949494B2 (en) * | 2002-04-11 | 2007-07-25 | エスペック株式会社 | Heat treatment equipment with filter dust generation treatment function |
| CN110535356B (en) * | 2019-07-25 | 2026-01-06 | 中国电力科学研究院有限公司 | A damping connection fitting |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01284638A (en) * | 1988-05-09 | 1989-11-15 | Kajima Corp | Variable rigidity brace |
-
1988
- 1988-07-20 JP JP63180678A patent/JPH0742724B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0230829A (en) | 1990-02-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP3538289B2 (en) | Vibration control device using toggle mechanism | |
| US6397528B1 (en) | Coupled truss systems with damping for seismic protection of buildings | |
| JP4522091B2 (en) | Tower crane mast horizontal support device | |
| JP5137991B2 (en) | Tower crane mast horizontal support device | |
| JP3828695B2 (en) | Seismic control wall of a three-story house | |
| JP3810386B2 (en) | Vibration control device using toggle mechanism | |
| JPH0742724B2 (en) | Vibration control device | |
| JPH11200659A (en) | Base isolation structure | |
| JP2007046410A (en) | Seismic isolation device | |
| JP7024311B2 (en) | Structures and vibration control methods for structures | |
| JPH0853955A (en) | Outer cylinder support shape steel chimney | |
| JPH11343755A (en) | Earthquake damping structure | |
| JPH1150689A (en) | Vibration control mechanism | |
| JP4208459B2 (en) | Damping wall | |
| JP6837865B2 (en) | Vibration control building | |
| JP2004019271A (en) | Vibration-damping structural member | |
| JP3807065B2 (en) | Soft-rigid mixed structure | |
| JP3228180B2 (en) | Damping structure | |
| JPH0868233A (en) | Earthquake-proof and reinforcing device for structure using ring spring | |
| JP2810927B2 (en) | Damping beam | |
| JP3552008B2 (en) | Vibration control structure of building structure | |
| JP3618236B2 (en) | Damping structure of buildings | |
| JP3814748B2 (en) | High attenuation frame of building | |
| JP2005126947A (en) | Small-vibration absorbing structure and small-vibration absorber of earthquake resistant frame, and earthquake resistant frame using small-vibration absorber | |
| JP2004068521A (en) | Brace frame with damper |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |