JP2009127827A - Viscoelastic damper using friction damper - Google Patents

Viscoelastic damper using friction damper Download PDF

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JP2009127827A
JP2009127827A JP2007306644A JP2007306644A JP2009127827A JP 2009127827 A JP2009127827 A JP 2009127827A JP 2007306644 A JP2007306644 A JP 2007306644A JP 2007306644 A JP2007306644 A JP 2007306644A JP 2009127827 A JP2009127827 A JP 2009127827A
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damper
friction
vibration
viscoelastic
small
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Takeshi Hiramatsu
平松  剛
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Daiwa House Industry Co Ltd
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Daiwa House Industry Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a viscoelastic damper for effectively damping vibration when its amplitude is smaller and even when greater. <P>SOLUTION: The viscoelastic damper 1 is provided for giving shearing deformation to a viscoelastic layer 4 with vibration to absorb vibration energy. It comprises a combination of friction dampers 5, 6. The friction dampers 5, 6 have friction operation in linkage with the shearing deformation operation of the viscoelastic layer 4 to absorb vibration energy. Their friction force is smaller as a distance from an original point position is longer. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、摩擦ダンパー利用の粘弾性体ダンパーに関する。   The present invention relates to a viscoelastic damper using a friction damper.

建物などに用いられる制振手段として、振動により粘弾性体にせん断変形を行わせて振動エネルギーを吸収するようになされた粘弾性体ダンパーを用いたものは、従来より種々提供されている。
特開2006−152788号公報 特開2006−283374号公報
2. Description of the Related Art Various types of damping means used in buildings and the like using a viscoelastic damper made to absorb vibration energy by causing a viscoelastic body to undergo shear deformation by vibration have been provided.
JP 2006-152788 A JP 2006-283374 A

しかしながら、粘弾性体ダンパーは、振幅の大きい大振動時には大きな減衰力を得ることができるが、振幅の小さい小振動時には、荷重−変形関係の履歴が小さいため、小さな減衰力しか得られないという性質を有し、そのため、振幅の小さい小振動時に大きな減衰力を得ることができるように構成すると、振幅の大きい大振動時の減衰力が大きくなりすぎて、周辺部材の損傷、破壊を招いてしまうという問題がある。   However, the viscoelastic damper can obtain a large damping force during a large vibration with a large amplitude, but has a characteristic that only a small damping force can be obtained during a small vibration with a small amplitude because the history of the load-deformation relationship is small. Therefore, if it is configured so that a large damping force can be obtained at the time of a small vibration with a small amplitude, the damping force at the time of a large vibration with a large amplitude becomes too large, which causes damage and destruction of peripheral members. There is a problem.

本発明は、上記のような問題点に鑑み、振幅の小さい小振動時にその振動を有効的に減衰することができながら、振幅の大きい大振動時にもその振動を有効的に減衰することができる粘弾性体ダンパーを提供することを課題とする。   In view of the above-mentioned problems, the present invention can effectively attenuate the vibration at the time of a small vibration with a small amplitude, but can also effectively attenuate the vibration at the time of a large vibration with a large amplitude. An object is to provide a viscoelastic damper.

上記の課題は、振動により粘弾性体にせん断変形を行わせて振動エネルギーを吸収するようになされた粘弾性体ダンパーにおいて、
摩擦ダンパーが組み合わされ、
該摩擦ダンパーは、前記粘弾性体のせん断変形動作に連動して摩擦動作を行って振動エネルギーを吸収するようになされており、かつ、原点位置からの距離が大きくなるに連れて摩擦力が小さくなるように構成されていることを特徴とする摩擦ダンパー利用の粘弾性体ダンパーによって解決される。
In the viscoelastic damper made to absorb vibration energy by causing the viscoelastic body to undergo shear deformation by vibration,
Friction damper is combined,
The friction damper absorbs vibration energy by performing a friction operation in conjunction with the shear deformation operation of the viscoelastic body, and the friction force decreases as the distance from the origin position increases. This is solved by a viscoelastic damper using a friction damper, characterized in that it is configured as follows.

このダンパーでは、振幅の小さい小振動時には、粘弾性体のせん断変形のみによっては不足する減衰力が、摩擦ダンパーによる摩擦力によって高められ、振幅の小さい小振動時にその振動を有効的に減衰することができる。   In this damper, the damping force that is insufficient only by shear deformation of the viscoelastic body during small vibrations with small amplitude is increased by the frictional force of the friction damper, and that vibration is effectively damped during small vibrations with small amplitude. Can do.

しかも、このように、粘弾性体を、振幅の小さい小振動時に大きな減衰力を得ることができるように構成する必要がなくなると共に、振幅の大きい大振動時には、摩擦ダンパーによる摩擦力が小さくなって、振幅の大きい大振動時にもその振動を有効的に減衰することができる。   In addition, it is not necessary to configure the viscoelastic body so that a large damping force can be obtained at the time of a small vibration with a small amplitude, and the frictional force due to the friction damper is reduced at the time of a large vibration with a large amplitude. The vibration can be effectively damped even during a large vibration with a large amplitude.

本発明の粘弾性体ダンパーは、以上のとおりのものであるから、振幅の小さい小振動時にその振動を有効的に減衰することができながら、振幅の大きい大振動時にもその振動を有効的に減衰することができる。   Since the viscoelastic damper according to the present invention is as described above, the vibration can be effectively damped at the time of a small vibration with a small amplitude, but the vibration is effectively also at the time of a large vibration with a large amplitude. Can be attenuated.

次に、本発明の実施最良形態を図面に基づいて説明する。   Next, the best mode for carrying out the present invention will be described with reference to the drawings.

図1及び図2に示す第1実施形態の粘弾性体ダンパー1において、2は上プレート、3,3は下プレートであり、下プレート3,3間に上プレート2が配置されると共に、プレート2,3,3間に粘弾性体層4,4が接着状態に介設され、上プレート2と下プレート3,3とが地震等の振動により左右方向に相対変位をすると、粘弾性体層4,4がせん断変形をして振動エネルギーを吸収し、振動を減衰するようになされている。   In the viscoelastic damper 1 according to the first embodiment shown in FIGS. 1 and 2, 2 is an upper plate, 3 and 3 are lower plates, the upper plate 2 is disposed between the lower plates 3 and 3, and the plate When the upper and lower plates 2 and 3 and 3 are displaced in the left-right direction by vibration such as an earthquake, the viscoelastic layer 4 and 4 are subjected to shear deformation to absorb vibration energy and attenuate vibration.

そして、該粘弾性体ダンパー1に、摩擦ダンパーが組み合わされている。即ち、上下のプレート2,3間の重なり部分において、粘弾性体層4を挟む上下両側には、下プレート3の側において左右方向の中央部に摩擦材5,5が取り付けられると共に、上プレート2の側において左右方向に延びる摩擦面6,6が設けられ、上プレート2と下プレート3,3とが振動により面内左右方向に相対変位をすると、それに連動して、摩擦材5と摩擦面6とが摺擦して摩擦動作を行い、振動エネルギーを吸収するようになされている。   The viscoelastic damper 1 is combined with a friction damper. That is, in the overlapping portion between the upper and lower plates 2 and 3, the friction materials 5 and 5 are attached to the central portion in the left and right direction on the lower plate 3 side on both the upper and lower sides sandwiching the viscoelastic body layer 4, and the upper plate Friction surfaces 6, 6 extending in the left-right direction are provided on the side 2, and when the upper plate 2 and the lower plates 3, 3 are displaced relative to each other in the left-right direction by vibration, The surface 6 is rubbed to perform a frictional operation, and absorbs vibration energy.

この摩擦ダンパーにおいて、本実施形態では、摩擦面6は、図1(ハ)に示すように、左右方向の中央部分6aないしは中間部分が摩擦係数の大きい摩擦面に形成されており、該摩擦面中央部分6aを挟む両側部分6b,6bがそれよりも摩擦係数の小さい摩擦面に形成され、それにより、原点位置からの距離が大きくなるに連れて摩擦力が小さくなるように構成されている。   In this friction damper, in this embodiment, as shown in FIG. 1 (c), the friction surface 6 has a central portion 6a or an intermediate portion in the left-right direction formed as a friction surface having a large friction coefficient. Both side portions 6b and 6b sandwiching the central portion 6a are formed on a friction surface having a smaller friction coefficient, so that the frictional force decreases as the distance from the origin position increases.

このような構成により、図2(イ−1)(イ−2)に示すように、振幅の小さい小振動時には、粘弾性体層4,4のせん断変形のみによっては不足する減衰力が、摩擦ダンパー機構部5,6による摩擦力によって高められ、また、図2(ロ−1)(ロ−2)に示すように、振幅の大きい大振動時には、摩擦ダンパー機構部5,6による摩擦力が小さくなって、粘弾性体層4,4と摩擦ダンパー機構部5,6とによる減衰力が過大となるのが防がれ、それにより、振幅の小さい小振動時にその振動を有効的に減衰することができ、しかも、振幅の大きい大振動時にもその振動を有効的に減衰することができる。   With such a configuration, as shown in FIGS. 2 (A-1) and (A-2), at the time of a small vibration with a small amplitude, a damping force that is insufficient only due to the shear deformation of the viscoelastic body layers 4 and 4 is reduced. As shown in FIGS. 2 (B-1) and (B-2), the frictional force generated by the frictional damper mechanism units 5 and 6 is increased during a large vibration with a large amplitude, as shown in FIGS. It becomes small and it is prevented that the damping force by the viscoelastic body layers 4 and 4 and the friction damper mechanism parts 5 and 6 becomes excessive, and thereby the vibration is effectively damped at the time of a small vibration with a small amplitude. In addition, the vibration can be effectively damped even during a large vibration with a large amplitude.

図3に示す第2実施形態の摩擦ダンパー利用の粘弾性体ダンパー1は、摩擦面6の摩擦係数は左右方向において一定であるが、図3(ニ)に示すように、左右方向の中央部分6cないしは中間部分を挟む両側部分6d,6dがそれぞれ、摩擦材5との押し合い力を弱くしていくように傾斜した構造となっていて、それにより、原点位置からの距離が大きくなるに連れて摩擦力が小さくなるように構成されているもので、その他は第1実施形態と同様である。   In the viscoelastic damper 1 using the friction damper according to the second embodiment shown in FIG. 3, the friction coefficient of the friction surface 6 is constant in the left-right direction, but as shown in FIG. 6c or both side portions 6d and 6d sandwiching the intermediate portion are inclined so as to weaken the pressing force with the friction material 5, and as the distance from the origin position increases accordingly. The configuration is such that the frictional force is small, and the others are the same as in the first embodiment.

この場合も、振幅の小さい小振動時には、粘弾性体層4,4のせん断変形のみによっては不足する減衰力が、摩擦ダンパー機構部5,6による摩擦力によって高められ、また、振幅の大きい大振動時には、摩擦ダンパー機構部5,6による摩擦力が小さくなって、粘弾性体層4,4と摩擦ダンパー機構部5,6とによる減衰力が過大となるのが防がれ、振幅の小さい小振動時にその振動を有効的に減衰することができ、しかも、振幅の大きい大振動時にもその振動を有効的に減衰することができる。   Also in this case, at the time of a small vibration with a small amplitude, the damping force that is insufficient only by the shear deformation of the viscoelastic layers 4 and 4 is increased by the frictional force by the friction damper mechanisms 5 and 6, and the large amplitude with a large amplitude. At the time of vibration, the frictional force by the friction damper mechanism parts 5 and 6 is reduced, and the damping force by the viscoelastic body layers 4 and 4 and the friction damper mechanism parts 5 and 6 is prevented from being excessive, and the amplitude is small. The vibration can be effectively attenuated when the vibration is small, and the vibration can be effectively attenuated even when the vibration is large and has a large amplitude.

以上に、本発明の実施形態を示したが、本発明はこれに限られるものではなく、発明思想を逸脱しない範囲で各種の変更が可能である。例えば、上記の実施形態では、特定構造の摩擦材5と摩擦面6とで構成された摩擦ダンパー機構部を採用し、これを特定構造の粘弾性体ダンパー1に組み込むかたちで組み合わせた場合を示したが、摩擦ダンパーは、要は、粘弾性体のせん断変形動作に連動して摩擦動作を行い、振動エネルギーを吸収するようになされており、かつ、原点位置からの距離が大きくなるに連れて摩擦力が小さくなるように構成されていればよく、各種構造形態の摩擦ダンパーが採用されてよいし、適用する粘弾性体ダンパーの構造形態についても制限はないし、粘弾性体ダンパーに組み込むことなく組み合わされた構造であってもよい。   Although the embodiment of the present invention has been described above, the present invention is not limited to this, and various modifications can be made without departing from the spirit of the invention. For example, in the above-described embodiment, a case where a friction damper mechanism portion composed of the friction material 5 having a specific structure and the friction surface 6 is adopted and combined with the viscoelastic damper 1 having the specific structure is shown. However, the friction damper, in essence, is designed to absorb frictional energy by performing frictional motion in conjunction with the shear deformation motion of the viscoelastic body, and as the distance from the origin position increases. As long as the frictional force is configured to be small, friction dampers of various structural forms may be adopted, and there is no restriction on the structural form of the viscoelastic damper to be applied, and it is not incorporated into the viscoelastic damper. A combined structure may also be used.

第1実施形態の摩擦ダンパー利用の粘弾性体ダンパーを示すもので、図(イ)は側面図、図(ロ)は正面図、図(ハ)は上プレートの正面図である。FIG. 1 shows a viscoelastic damper using a friction damper according to a first embodiment, in which FIG. (A) is a side view, FIG. (B) is a front view, and FIG. (C) is a front view of an upper plate. 図(イ−1)、図(イ−2)、図(ロ−1)及び図(ロ−2)は、同粘弾性体ダンパーの作動状態を示す説明図である。FIGS. (A-1), (I-2), (B-1), and (B-2) are explanatory views showing the operating state of the viscoelastic damper. 第2実施形態の摩擦ダンパー利用の粘弾性体ダンパーを示すもので、図(イ)は側面図、図(ロ)は正面図、図(ハ)は上プレートの正面図、図(ニ)は図(ハ)のI−I線矢視断面図である。FIG. 2 shows a viscoelastic damper using a friction damper according to a second embodiment, in which FIG. (A) is a side view, FIG. (B) is a front view, FIG. (C) is a front view of an upper plate, and FIG. It is II sectional view taken on the line of figure (C).

符号の説明Explanation of symbols

1…摩擦ダンパー利用の粘弾性体ダンパー
4…粘弾性体層(粘弾性体)
5…摩擦材(摩擦ダンパー機構部)
6…摩擦面(摩擦ダンパー機構部)
1 ... Viscoelastic damper using friction damper 4 ... Viscoelastic layer (Viscoelastic body)
5. Friction material (friction damper mechanism)
6. Friction surface (friction damper mechanism)

Claims (1)

振動により粘弾性体にせん断変形を行わせて振動エネルギーを吸収するようになされた粘弾性体ダンパーにおいて、
摩擦ダンパーが組み合わされ、
該摩擦ダンパーは、前記粘弾性体のせん断変形動作に連動して摩擦動作を行って振動エネルギーを吸収するようになされており、かつ、原点位置からの距離が大きくなるに連れて摩擦力が小さくなるように構成されていることを特徴とする摩擦ダンパー利用の粘弾性体ダンパー。
In a viscoelastic damper made to absorb vibration energy by causing shear deformation of the viscoelastic body by vibration,
Friction damper is combined,
The friction damper absorbs vibration energy by performing a friction operation in conjunction with the shear deformation operation of the viscoelastic body, and the friction force decreases as the distance from the origin position increases. A viscoelastic damper using a friction damper, characterized in that it is configured as follows.
JP2007306644A 2007-11-27 2007-11-27 Viscoelastic damper using friction damper Pending JP2009127827A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015522142A (en) * 2012-06-27 2015-08-03 ザ・ボーイング・カンパニーTheBoeing Company Damping mechanical linkage

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61192941A (en) * 1985-02-20 1986-08-27 Toshiba Corp Vibration avoiding device for structure
JPH0196902U (en) * 1987-12-18 1989-06-28
JPH11125306A (en) * 1997-10-23 1999-05-11 Bridgestone Corp Base isolation system
JP2000193027A (en) * 1998-12-24 2000-07-14 Toyo Tire & Rubber Co Ltd Base isolation device for light weight structure
JP2002250394A (en) * 2001-02-20 2002-09-06 Taisei Corp Base isolation device using slide bearing
JP2003120749A (en) * 2001-10-12 2003-04-23 Showa Electric Wire & Cable Co Ltd Friction damper
JP2005249103A (en) * 2004-03-05 2005-09-15 Dynamic Design:Kk Base isolation device

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61192941A (en) * 1985-02-20 1986-08-27 Toshiba Corp Vibration avoiding device for structure
JPH0196902U (en) * 1987-12-18 1989-06-28
JPH11125306A (en) * 1997-10-23 1999-05-11 Bridgestone Corp Base isolation system
JP2000193027A (en) * 1998-12-24 2000-07-14 Toyo Tire & Rubber Co Ltd Base isolation device for light weight structure
JP2002250394A (en) * 2001-02-20 2002-09-06 Taisei Corp Base isolation device using slide bearing
JP2003120749A (en) * 2001-10-12 2003-04-23 Showa Electric Wire & Cable Co Ltd Friction damper
JP2005249103A (en) * 2004-03-05 2005-09-15 Dynamic Design:Kk Base isolation device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015522142A (en) * 2012-06-27 2015-08-03 ザ・ボーイング・カンパニーTheBoeing Company Damping mechanical linkage

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