JPH09328819A - Elasto-plastic damper - Google Patents
Elasto-plastic damperInfo
- Publication number
- JPH09328819A JPH09328819A JP14692896A JP14692896A JPH09328819A JP H09328819 A JPH09328819 A JP H09328819A JP 14692896 A JP14692896 A JP 14692896A JP 14692896 A JP14692896 A JP 14692896A JP H09328819 A JPH09328819 A JP H09328819A
- Authority
- JP
- Japan
- Prior art keywords
- laminated rubber
- deformation
- steel plate
- plate
- body section
- 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.)
- Withdrawn
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
- Vibration Dampers (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、建築構造物や塔状
構造物の耐振性能,耐風性能の向上対策に供される弾塑
性ダンパーに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an elasto-plastic damper used for improving vibration resistance and wind resistance of a building structure or tower structure.
【0002】[0002]
【従来の技術】建築構造物の耐震性能向上対策として有
効な免震構造では、積層ゴムが用いられることは良く知
られている。従来の一般的な積層ゴムの断面を図4の
(a)に示す。上,下フランジ2間に鋼板12とゴム1
3を交互に重ねた構造をしており、上からの上載圧に対
しては極めて強く、横からの水平力に対しては容易に剪
断変形し得る特性を持つ。2. Description of the Related Art It is well known that laminated rubber is used in a seismic isolation structure effective as a measure for improving the seismic performance of a building structure. A cross section of a conventional general laminated rubber is shown in FIG. Steel plate 12 and rubber 1 between upper and lower flanges 2
It has a structure in which 3 are alternately stacked, and is extremely strong against the top loading pressure from above, and has the characteristics that it can be easily sheared and deformed against a horizontal force from the side.
【0003】図4の(b)には、その積層ゴムの中央部
に鉛等の可塑性金属14を配置したものであり、通常L
RB(鉛プラグ入り積層ゴム)と呼称されている。その
特性は、可塑性金属14が剪断降伏するまでは、ある程
度の水平剛性を持ち、可塑性金属14が剪断降伏する荷
重を超える水平力がかかると、本来の積層ゴムの持つ柔
らかい水平変形能力を発揮できるものである。In FIG. 4B, a plastic metal 14 such as lead is arranged in the center of the laminated rubber, which is usually L
It is called RB (laminated rubber with lead plug). The characteristic is that the plastic metal 14 has a certain level of horizontal rigidity until it shear-yields, and when a horizontal force that exceeds the load at which the plastic metal 14 shear-yields is applied, the original horizontal laminating ability of the laminated rubber can be exhibited. It is a thing.
【0004】建築物の耐震構造の一つである免震構造で
は、図5に示すとおり、これらの積層ゴムを建築物15
の下の基礎16との間に敷いて用いられる。前述のとお
り積層ゴムは大きな鉛直荷重を支える能力を持っている
ため、建築物の重量は容易に支えることができる。ま
た、地震17が発生した場合には、図5に示すように、
積層ゴムの部分に大きな水平変位が発生することによ
り、地震の動きを、この積層ゴムの部分で吸収してしま
い、上部の建築物を地震の動きから絶縁してしまうこと
により上部の建築物15を健全に保つものである。In the seismic isolation structure which is one of the seismic resistant structures of buildings, as shown in FIG.
It is used by laying it between the lower foundation 16 and the base. As described above, the laminated rubber has the ability to support a large vertical load, so that the weight of a building can be easily supported. When an earthquake 17 occurs, as shown in Fig. 5,
Due to the large horizontal displacement occurring in the laminated rubber portion, the movement of the earthquake is absorbed by the laminated rubber portion, and the upper building is insulated from the movement of the earthquake by the upper building 15 To keep things healthy.
【0005】[0005]
【発明が解決しようとする課題】しかしながら、積層ゴ
ムの用途は、今まで殆どこの建築物の免震構造への適用
に限られていた。これは、積層ゴムは、前述したよう
に、圧縮力に対しては強いが、引張力に対する強度が殆
ど期待できない為と考えられる。However, the application of the laminated rubber has been almost limited to the application to the seismic isolation structure of this building until now. It is considered that this is because the laminated rubber is strong against the compressive force, but hardly expected against the tensile force, as described above.
【0006】そこで、本発明の目的は、積層ゴムを引張
力が作用しない様工夫して、免震以外の弾塑性的な地震
応答低減対策に利用することにある。Therefore, an object of the present invention is to devise a laminated rubber so that a tensile force does not act, and to use it as a measure for reducing an elasto-plastic seismic response other than seismic isolation.
【0007】[0007]
【課題を解決するための手段】前記目的を達成するため
の本発明に係る弾塑性ダンパーは、積層ゴムの本体外周
に鋼板を巻き付けると共に、積層ゴムの上フランジに当
て金を取り付け、該当て金を挟み込むように構造物側か
ら受け金を配設し、同当て金と受け金との接触面の少な
くともいずれか一方に滑りを良くするフッ素系樹脂板を
貼設したことを特徴とする。An elasto-plastic damper according to the present invention for achieving the above-mentioned object is obtained by winding a steel plate around the outer circumference of a laminated rubber body and attaching a metal plate to the upper flange of the laminated rubber. It is characterized in that a receiving metal is arranged from the side of the structure so as to sandwich it, and a fluorine resin plate for improving sliding is attached to at least one of contact surfaces of the metal and the receiving metal.
【0008】[作用]前記構成の弾塑性ダンパーの作用
を図2を用いて説明する。図では、ダンパーの下フラン
ジ2はボルト5で構造物のある部分10に固定されてい
る。一方、上フランジ2には当て金6がやはりボルト5
で接合されており、当て金6の受け金7との接触面には
滑りを良くするテフロン(ポリ−テトラ−フルオロ−エ
チレンの商標名)板8等が貼設されている。又、積層ゴ
ムの周囲には鋼板4が積層ゴム本体を囲むように巻き付
けられている。[Operation] The operation of the elasto-plastic damper having the above construction will be described with reference to FIG. In the figure, the lower flange 2 of the damper is fixed to a portion 10 of the structure with a bolt 5. On the other hand, the pad 6 is still attached to the upper flange 2 by the bolt 5
And a Teflon (trademark of poly-tetra-fluoro-ethylene) plate 8 for improving sliding is attached to the contact surface of the backing metal 6 with the backing metal 7. A steel plate 4 is wound around the laminated rubber so as to surround the laminated rubber body.
【0009】この状態で、地震時等に構造物の2つの部
分9,10が紙面左右方向に異なった動きをしようとす
ると、受け金7には力Pが発生し、積層ゴム部分には破
線で示すような横方向の変形δが発生する。この時、積
層ゴムの周囲に巻かれた鋼板4は、積層ゴムの剪断変形
に追従し、剪断降伏する。In this state, if the two parts 9 and 10 of the structure try to move differently in the left-right direction of the paper surface during an earthquake or the like, a force P is generated on the base plate 7 and a broken line is formed on the laminated rubber part. A lateral deformation δ occurs as shown by. At this time, the steel plate 4 wrapped around the laminated rubber follows the shear deformation of the laminated rubber and undergoes shear yield.
【0010】この時の荷重Pと剪断変形δの関係の例を
図3に示すが、周囲に鋼板4を巻き付けているため、そ
のPとδの関係は、大きくループを描くようなものとな
り、大きな塑性変形吸収能力を発揮することができる。An example of the relationship between the load P and the shear deformation δ at this time is shown in FIG. 3. Since the steel plate 4 is wound around the periphery, the relationship between P and δ becomes a large loop. A large plastic deformation absorption capacity can be exhibited.
【0011】一方、構造物の2つの部分9,10が図2
の紙面直角方向及び上下方向に異なった動きをしようと
する場合には、当て金6に貼設した滑りを良くするテフ
ロン板8等と受け金7の間に滑りが生じるために、積層
ゴムには引張力も発生しないし、変形も発生しない。On the other hand, two parts 9 and 10 of the structure are shown in FIG.
When different movements are performed in the direction perpendicular to the paper surface and in the vertical direction, slippage occurs between the teflon plate 8 or the like attached to the backing pad 6 for improving the slip and the receiving metal 7, and Does not generate tensile force and does not deform.
【0012】[0012]
【発明の実施の形態】以下、本発明に係る弾塑性ダンパ
ーを実施例により詳細に説明する。BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, the elasto-plastic damper according to the present invention will be described in detail with reference to Examples.
【0013】「実施例」図1は弾塑性ダンパーの構造説
明図であり、同図(a)は正面図、同図(b)は同図
(a)のA−A断面図である。"Embodiment" FIG. 1 is a structural explanatory view of an elasto-plastic damper, FIG. 1 (a) is a front view, and FIG. 1 (b) is a sectional view taken along the line AA of FIG. 1 (a).
【0014】図示のように、積層ゴム1の円形本体部1
aの外周面には、鋼板4が巻き付けられている。そし
て、積層ゴム1の一方のフランジ(図では下側)2を構
造物のある部分10にボルト5で固定する。図中3はボ
ルト穴である。As shown, the circular main body 1 of the laminated rubber 1
A steel plate 4 is wound around the outer peripheral surface of a. Then, one flange (lower side in the figure) 2 of the laminated rubber 1 is fixed to the portion 10 where the structure is provided by the bolt 5. In the figure, 3 is a bolt hole.
【0015】他方のフランジ(図では上側)2には当て
金6をボルト5で固定し、更に、構造物の別の部分9か
ら、該当て金6を挟み込むように受け金7を配設する。
そして、当て金6の受け金7との接触面には滑りを良く
するテフロン板8が貼設される。On the other flange (upper side in the figure) 2, a backing metal 6 is fixed with bolts 5, and a receiving metal 7 is arranged so as to sandwich the corresponding gold 6 from another portion 9 of the structure. .
Then, a Teflon plate 8 for improving sliding is attached to the contact surface of the pad 6 with the receiving plate 7.
【0016】このように構成されるため、地震時等に構
造物の2つの部分9,10が水平方向に異なった動きを
しようとすると、受け金7からの力により、積層ゴム1
の円形本体部1aには横方向の変形が発生する。この
時、円形本体部1aの周囲に巻かれた鋼板4は、円形本
体部1aの剪断変形に追従して剪断降伏し、大きな塑性
変形吸収能力を発揮する。With such a structure, when the two parts 9 and 10 of the structure try to move differently in the horizontal direction at the time of an earthquake or the like, the force exerted by the base metal 7 causes the laminated rubber 1 to move.
Lateral deformation occurs in the circular main body 1a. At this time, the steel plate 4 wound around the circular main body 1a shears and yields following the shear deformation of the circular main body 1a, and exhibits a large plastic deformation absorbing capacity.
【0017】一方、構造物の2つの部分9,10が垂直
方向に異なった動きをしようとする場合には、当て金6
に貼設したテフロン板8と受け金7との間に滑りが生じ
るために、積層ゴム1には引張力も発生しないし、変形
も発生しない。On the other hand, when the two parts 9 and 10 of the structure are to move differently in the vertical direction, the pad 6
Since slippage occurs between the Teflon plate 8 attached to and the receiving metal 7, neither tensile force nor deformation is generated in the laminated rubber 1.
【0018】尚、上記実施例では、積層ゴム1として通
常の積層ゴムを用いているが、図4の(b)に示すよう
な鉛プラグ入り積層ゴムを用いた場合には、同鉛プラグ
に積層ゴムの周囲に巻装する鋼板4の代わりの作用を期
待できる場合は、積層ゴム1に巻装する鋼板4は省略し
てもよい。また、テフロン板8に代えて他のフッ素系樹
脂板や低摩擦樹脂板を用いても良い。In the above embodiment, a normal laminated rubber is used as the laminated rubber 1. However, when a laminated rubber containing a lead plug as shown in FIG. The steel plate 4 wound around the laminated rubber 1 may be omitted if an alternative action of the steel plate 4 wound around the laminated rubber can be expected. Further, instead of the Teflon plate 8, another fluorine resin plate or a low friction resin plate may be used.
【0019】[0019]
【発明の効果】以上説明したように本発明によれば、本
弾塑性ダンパーの大きな塑性変形能力による大きな塑性
エネルギー吸収により構造物全体の地震時の振動応答を
大きく低減することが可能となる。また、当て金と受け
金を持つ構造により本弾塑性ダンパーに引張力が作用す
ることはない。As described above, according to the present invention, it is possible to greatly reduce the vibration response of the entire structure during an earthquake due to the large plastic energy absorption due to the large plastic deformation capacity of the elasto-plastic damper. Further, due to the structure having the backing plate and the backing plate, no tensile force acts on the elasto-plastic damper.
【図1】本発明の一実施例に係る弾塑性ダンパーの構造
説明図である。FIG. 1 is a structural explanatory view of an elasto-plastic damper according to an embodiment of the present invention.
【図2】本発明の弾塑性ダンパーの作用説明図である。FIG. 2 is an explanatory view of the action of the elasto-plastic damper of the present invention.
【図3】本発明の弾塑性ダンパーの荷重と変形の関係図
である。FIG. 3 is a relationship diagram of load and deformation of the elasto-plastic damper of the present invention.
【図4】従来の積層ゴムの構造説明図である。FIG. 4 is a structural explanatory view of a conventional laminated rubber.
【図5】同じく積層ゴムを免震構造として使用した場合
の作用説明図である。FIG. 5 is an explanatory view of the operation when a laminated rubber is used as a seismic isolation structure.
1 積層ゴム 2 フランジ 4 鋼板 5 ボルト 6 当て金 7 受け金 8 テフロン板 9,10 構造物 1 Laminated rubber 2 Flange 4 Steel plate 5 Bolt 6 Cover metal 7 Receiving metal 8 Teflon plate 9, 10 Structure
───────────────────────────────────────────────────── フロントページの続き (72)発明者 板倉 由明 広島県広島市西区観音新町四丁目6番22号 三菱重工業株式会社広島研究所内 (72)発明者 近藤 浩 広島県広島市西区観音新町四丁目6番22号 三菱重工業株式会社広島製作所内 ─────────────────────────────────────────────────── ─── Continued Front Page (72) Inventor Yoshiaki Itakura 4-6-22 Kannon Shinmachi, Nishi-ku, Hiroshima City, Hiroshima Prefecture Mitsubishi Heavy Industries, Ltd. Hiroshima Research Institute (72) Inventor Hiroshi Kondo 4 Kannon Shinmachi, Nishi-ku, Hiroshima City, Hiroshima Prefecture 6-22 No. 22 Hiroshima Factory of Mitsubishi Heavy Industries, Ltd.
Claims (1)
と共に、積層ゴムの上フランジに当て金を取り付け、該
当て金を挟み込むように構造物側から受け金を配設し、
同当て金と受け金との接触面の少なくともいずれか一方
に滑りを良くするフッ素系樹脂板を貼設したことを特徴
とする弾塑性ダンパー。1. A steel plate is wound around the outer circumference of the laminated rubber body, a backing metal is attached to the upper flange of the laminated rubber, and a receiving metal is arranged from the structure side so as to sandwich the corresponding gold,
An elasto-plastic damper characterized in that a fluororesin plate that improves sliding is attached to at least one of the contact surfaces of the metal and the metal receiving member.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14692896A JPH09328819A (en) | 1996-06-10 | 1996-06-10 | Elasto-plastic damper |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14692896A JPH09328819A (en) | 1996-06-10 | 1996-06-10 | Elasto-plastic damper |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH09328819A true JPH09328819A (en) | 1997-12-22 |
Family
ID=15418752
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP14692896A Withdrawn JPH09328819A (en) | 1996-06-10 | 1996-06-10 | Elasto-plastic damper |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH09328819A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20020075120A (en) * | 2001-03-23 | 2002-10-04 | 주식회사 한진중공업 | absorber system for block up heavy structures |
JP2010185539A (en) * | 2009-02-13 | 2010-08-26 | Kajima Corp | Three-dimensional base isolation unit |
JP2016176302A (en) * | 2015-03-23 | 2016-10-06 | 株式会社ブリヂストン | Bearing structure |
US10100546B2 (en) | 2014-11-25 | 2018-10-16 | Mitsubishi Hitachi Power Systems, Ltd. | Support structure |
-
1996
- 1996-06-10 JP JP14692896A patent/JPH09328819A/en not_active Withdrawn
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20020075120A (en) * | 2001-03-23 | 2002-10-04 | 주식회사 한진중공업 | absorber system for block up heavy structures |
JP2010185539A (en) * | 2009-02-13 | 2010-08-26 | Kajima Corp | Three-dimensional base isolation unit |
US10100546B2 (en) | 2014-11-25 | 2018-10-16 | Mitsubishi Hitachi Power Systems, Ltd. | Support structure |
JP2016176302A (en) * | 2015-03-23 | 2016-10-06 | 株式会社ブリヂストン | Bearing structure |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 20030902 |