JP2002276732A - Tremor control damper - Google Patents

Tremor control damper

Info

Publication number
JP2002276732A
JP2002276732A JP2001072829A JP2001072829A JP2002276732A JP 2002276732 A JP2002276732 A JP 2002276732A JP 2001072829 A JP2001072829 A JP 2001072829A JP 2001072829 A JP2001072829 A JP 2001072829A JP 2002276732 A JP2002276732 A JP 2002276732A
Authority
JP
Japan
Prior art keywords
vibration damper
vibration
column
earthquake
damping
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
Application number
JP2001072829A
Other languages
Japanese (ja)
Inventor
Akira Shimoma
昌 下間
Chisato Nonomura
千里 野々村
Isanari Soda
五月也 曽田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Starlite Co Ltd
Original Assignee
Starlite Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Starlite Co Ltd filed Critical Starlite Co Ltd
Priority to JP2001072829A priority Critical patent/JP2002276732A/en
Publication of JP2002276732A publication Critical patent/JP2002276732A/en
Pending legal-status Critical Current

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  • Vibration Prevention Devices (AREA)

Abstract

PROBLEM TO BE SOLVED: To simply manufacture a tremor control damper capable of damping the tremors of an earthquake properly using a material excellent in the energy absorbing ability or deformation ability. SOLUTION: The tremor control dampers 10 and 20 are made of a material consisting of polyester type elastomer, and thereby arrangement capable of well damping the tremors of earthquake, etc., can be established.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、地震等の振動を
減衰させるのに使用する制震ダンパーに係り、特に、エ
ネルギー吸収能力や変形能力に優れた材料を用いた点に
特徴を有する制震ダンパーに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vibration damper used to attenuate vibrations such as earthquakes, and more particularly, to a vibration damper characterized by using a material excellent in energy absorption capacity and deformation capacity. It is about dampers.

【0002】[0002]

【従来の技術】従来より、地震等の振動を減衰させるの
に様々な制震ダンパーが使用されており、このような制
震ダンパーの材料としては、一般に金属やゴム等が使用
されていた。
2. Description of the Related Art Conventionally, various damping dampers have been used to attenuate vibrations such as earthquakes. Metals, rubbers, and the like have been generally used as materials for such damping dampers.

【0003】しかし、制震ダンパーに金属を用いる場
合、重量が重くなると共に、その成形も面倒であり、取
り扱いが不便である等の問題があった。
[0003] However, when a metal is used for the vibration damper, there are problems that the weight is heavy, the molding is troublesome, and the handling is inconvenient.

【0004】また、制震ダンパーにゴムを用いる場合、
ゴムは高い弾性を有するが、一般に剛性は低いため、ゴ
ムだけで制震ダンパーを製造することが困難であり、金
属等と組み合わせて使用することが必要になる等の問題
があった。
When rubber is used for a vibration damper,
Rubber has high elasticity, but generally has low rigidity, so that it is difficult to manufacture a vibration damper using only rubber, and there has been a problem that it has to be used in combination with metal or the like.

【0005】[0005]

【発明が解決しようとする課題】この発明は、制震ダン
パーに金属やゴム等を用いる場合における上記のような
問題を解決することを課題とするものであり、エネルギ
ー吸収能力や変形能力に優れた材料を用いて、地震等の
振動を適切に減衰させることができる制震ダンパーが簡
単に得られるようにすることを課題とするものである。
SUMMARY OF THE INVENTION It is an object of the present invention to solve the above-mentioned problems in the case of using a metal, rubber or the like for a vibration damper. It is an object of the present invention to easily obtain a vibration damper capable of appropriately attenuating vibration such as an earthquake by using a material that has been used.

【0006】[0006]

【課題を解決するための手段】この発明における制震ダ
ンパーにおいては、上記のような課題を解決するため、
制震ダンパーにポリエステル系エラストマーからなる材
料を用いるようにしたのである。
SUMMARY OF THE INVENTION In the vibration damper of the present invention, in order to solve the above problems,
Therefore, a material made of polyester elastomer was used for the vibration damper.

【0007】ここで、この発明における制震ダンパーの
ように、ポリエステル系エラストマーを用いると、金属
を用いる場合に比べて、その重量が軽くなると共に、射
出成形等によって簡単に製造するとができるようにな
り、またゴムに比べて一般にその剛性が高く、このポリ
エステル系エラストマーだけを用いて制震ダンパーを製
造することもできるようになる。
Here, when a polyester elastomer is used as in the vibration damper of the present invention, the weight is reduced as compared with the case where a metal is used, and it can be easily manufactured by injection molding or the like. In addition, the rigidity thereof is generally higher than that of rubber, so that a vibration damper can be manufactured using only the polyester elastomer.

【0008】[0008]

【発明の実施の形態】以下、この発明の実施形態に係る
制震ダンパーを添付図面に基づいて具体的に説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A vibration damper according to an embodiment of the present invention will be specifically described below with reference to the accompanying drawings.

【0009】(実施形態1)この実施形態1において
は、ポリエステル系エラストマー(東洋紡績社製:ペル
プレンP90F)を用いて射出成形等により、図1に示
すように、梁1に取り付ける梁取付部11と、柱2に取
り付ける柱取付部12と、この梁取付部11と柱取付部
12との間にかけ渡す補強桟部13とが一体成形された
仕口用の制震ダンパー10を得た。
(Embodiment 1) In this embodiment 1, as shown in FIG. 1, a beam attachment portion 11 attached to a beam 1 by injection molding or the like using a polyester elastomer (manufactured by Toyobo Co., Ltd .: Perprene P90F). Thus, a vibration damper 10 for a connection, in which a column attachment portion 12 to be attached to the column 2 and a reinforcing bar portion 13 to be bridged between the beam attachment portion 11 and the column attachment portion 12, are integrally formed.

【0010】そして、図2に示すように、梁1と柱2と
が接合する仕口部分において、この仕口用の制震ダンパ
ー10における梁取付部11を梁1にボルト等で取り付
けると共に、この仕口用の制震ダンパー10における柱
取付部12を柱2にボルト等で取り付けるようにした。
Then, as shown in FIG. 2, at a joint portion where the beam 1 and the column 2 are joined, a beam attaching portion 11 of the damping damper 10 for the joint is attached to the beam 1 with bolts or the like. The column mounting portion 12 of the vibration damper 10 for this connection is mounted on the column 2 with bolts or the like.

【0011】このようにして梁1と柱2とが接合する仕
口部分に、この実施形態1における仕口用の制震ダンパ
ー10を設けると、地震等の振動が加わった場合、この
振動がポリエステル系エラストマーで構成されたこの制
震ダンパー10により吸収されて、地震等による振動が
減衰するようになった。
When the connection damping damper 10 according to the first embodiment is provided at the connection portion where the beam 1 and the column 2 are joined in this way, when vibration such as an earthquake is applied, the vibration is reduced. Vibration caused by an earthquake or the like is attenuated by the vibration damper 10 made of a polyester elastomer.

【0012】(実施形態2)この実施形態2において
は、図3(A),(B)に示すように、それぞれ一端に
L字状に折り曲げられた取付部21a,22aを有する
略三角形状になった2枚の鋼板21,22を用い、この
2枚の鋼板21,22間にポリエステル系エラストマー
(東洋紡績社製:ペルプレンP90F)で構成された制
震用シート23を挟み込むようにして接着させ、仕口用
の制震ダンパー20を得た。
(Embodiment 2) In this embodiment 2, as shown in FIGS. 3 (A) and 3 (B), each end has a substantially triangular shape having attachment portions 21a and 22a bent at one end into an L shape. The two steel plates 21 and 22 thus formed are adhered to each other by sandwiching a vibration control sheet 23 made of a polyester elastomer (manufactured by Toyobo Co., Ltd .: Perprene P90F) between the two steel plates 21 and 22. Thus, a damping damper 20 for a connection was obtained.

【0013】そして、図4に示すように、梁1と柱2と
が接合する仕口部分において、この仕口用の制震ダンパ
ー10における一方の鋼鈑21に設けられた取付部21
aを梁1にボルト等で取り付けると共に、他方の鋼鈑2
2に設けられた取付部22aを柱2にボルト等で取り付
けるようにした。
Then, as shown in FIG. 4, at a joint portion where the beam 1 and the column 2 are joined, a mounting portion 21 provided on one steel plate 21 of the damping damper 10 for the joint is provided.
a to the beam 1 with bolts and the other steel plate 2
The mounting portion 22a provided on the column 2 is mounted on the column 2 with bolts or the like.

【0014】このようにして梁1と柱2とが接合する仕
口部分に、この実施形態2における仕口用の制震ダンパ
ー10を設けると、地震等の振動が加わった場合、2枚
の鋼板21,22間に設けられた上記の制震用シート2
3により2枚の鋼板21,22間におけるずれが規制さ
れてそのエネルギーが吸収され、地震等による振動が減
衰されるようになった。
When the damping damper 10 for the connection according to the second embodiment is provided at the connection portion where the beam 1 and the column 2 are joined in this manner, when vibration such as an earthquake is applied, two sheets are used. The above-mentioned vibration control sheet 2 provided between the steel plates 21 and 22
3, the displacement between the two steel plates 21 and 22 is regulated, its energy is absorbed, and vibration due to an earthquake or the like is attenuated.

【0015】[0015]

【発明の効果】以上詳述したように、この発明における
制震ダンパーにおいては、ポリエステル系エラストマー
からなる材料を用いるようにしたため、金属を用いる場
合に比べて、その重量が軽くなると共に、射出成形等に
よって簡単に成形することができるようになり、またゴ
ムに比べて一般にその剛性が高く、このポリエステル系
エラストマー自体を用いて制震ダンパーを簡単に製造す
ることができた。
As described above in detail, in the vibration damper according to the present invention, since the material made of the polyester elastomer is used, the weight is reduced as compared with the case where metal is used, and the injection molding is performed. By using the polyester elastomer itself, a vibration damper can be easily manufactured by using the polyester elastomer itself.

【図面の簡単な説明】[Brief description of the drawings]

【図1】この発明の実施形態1における制震ダンパーの
概略斜視図である。
FIG. 1 is a schematic perspective view of a vibration damper according to a first embodiment of the present invention.

【図2】上記の実施形態1における制震ダンパーを梁と
柱とが接合する仕口部分に取り付けた状態を示した概略
説明図である。
FIG. 2 is a schematic explanatory view showing a state where the vibration damper according to the first embodiment is attached to a connection portion where a beam and a column are joined.

【図3】この発明の実施形態2における制震ダンパーの
概略正面図及び概略側面図である。
FIG. 3 is a schematic front view and a schematic side view of a vibration damper according to a second embodiment of the present invention.

【図4】上記の実施形態2における制震ダンパーを梁と
柱とが接合する仕口部分に取り付けた状態を示した概略
説明図である。
FIG. 4 is a schematic explanatory view showing a state in which the vibration damper according to the second embodiment is attached to a connection portion where a beam and a column are joined.

【符号の説明】[Explanation of symbols]

10,20 制震ダンパー 23 制震用シート 10,20 Vibration damper 23 Vibration control sheet

───────────────────────────────────────────────────── フロントページの続き (72)発明者 曽田 五月也 東京都新宿区大久保三丁目4番1号 早稲 田大学内 Fターム(参考) 3J048 AA01 AB01 AC01 BD01 DA04 EA38  ────────────────────────────────────────────────── ─── Continued on the front page (72) Inventor Satsukiya Soda 3-4-1 Okubo, Shinjuku-ku, Tokyo F-term in Waseda University (reference) 3J048 AA01 AB01 AC01 BD01 DA04 EA38

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 ポリエステル系エラストマーからなる材
料を用いたことを特徴とする制震ダンパー。
1. A vibration damper characterized by using a material made of a polyester elastomer.
JP2001072829A 2001-03-14 2001-03-14 Tremor control damper Pending JP2002276732A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001072829A JP2002276732A (en) 2001-03-14 2001-03-14 Tremor control damper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001072829A JP2002276732A (en) 2001-03-14 2001-03-14 Tremor control damper

Publications (1)

Publication Number Publication Date
JP2002276732A true JP2002276732A (en) 2002-09-25

Family

ID=18930357

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001072829A Pending JP2002276732A (en) 2001-03-14 2001-03-14 Tremor control damper

Country Status (1)

Country Link
JP (1) JP2002276732A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010071398A (en) * 2008-09-19 2010-04-02 Nhk Spring Co Ltd Vibration control device

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000046102A (en) * 1998-07-31 2000-02-18 Ohbayashi Corp Application structure for steel frame member
JP2000291712A (en) * 1999-04-06 2000-10-20 Ohbayashi Corp Damping structure for bolt junction part

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000046102A (en) * 1998-07-31 2000-02-18 Ohbayashi Corp Application structure for steel frame member
JP2000291712A (en) * 1999-04-06 2000-10-20 Ohbayashi Corp Damping structure for bolt junction part

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010071398A (en) * 2008-09-19 2010-04-02 Nhk Spring Co Ltd Vibration control device

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