JPH06240924A - Vibration control device - Google Patents

Vibration control device

Info

Publication number
JPH06240924A
JPH06240924A JP3339493A JP3339493A JPH06240924A JP H06240924 A JPH06240924 A JP H06240924A JP 3339493 A JP3339493 A JP 3339493A JP 3339493 A JP3339493 A JP 3339493A JP H06240924 A JPH06240924 A JP H06240924A
Authority
JP
Japan
Prior art keywords
spring
mass
pin
damper
floor
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
Application number
JP3339493A
Other languages
Japanese (ja)
Other versions
JP3161558B2 (en
Inventor
Takashi Miyama
剛史 三山
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.)
Fujita Corp
Original Assignee
Fujita Corp
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 Fujita Corp filed Critical Fujita Corp
Priority to JP03339493A priority Critical patent/JP3161558B2/en
Publication of JPH06240924A publication Critical patent/JPH06240924A/en
Application granted granted Critical
Publication of JP3161558B2 publication Critical patent/JP3161558B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To provide a compact vibration control device by fitting a mass body to the one end of a plate spring whose other end has been fixed to the floor, and by supporting the plate spring between the mass body and the fixed end thereof by means of a pin, and also by fitting a damper between the mass body and the floor. CONSTITUTION:One end of a horizontal plate spring 3 is fixed to a base seat 2 that has been rigidly installed on a floor 1, and a mass body 4 and a damper 5 are fitted to the other end thereof. Then, the intermediate part between the mass body 4 in the spring 3 and the fixing end of the spring to be fixed to the base seat 2 is supported by a pin 6 so that the spring 3 can be restrained from being deformed up and down in this position, and the pin 6 is arranged so as to be movable in the longitudinal direction of the spring 3 on the base seat 2. The device functions as a dynamic vibration damper by moving and adjusting the position of the pin 6 for adjusting the natural frequency, and for adjusting the amount of damping of the damper 5. Thus, a more compact vibration control device can be obtained without requiring a weight or spring for adjustment, and also without requiring the movement of a heavy weight.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は大スパンの床、大スパン
の梁、橋梁等の上下振動を抑制するための動吸振器とし
て使用される制振装置に係るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vibration damping device used as a dynamic vibration reducer for suppressing vertical vibration of a large span floor, a large span beam, a bridge and the like.

【0002】[0002]

【従来の技術】動吸振器はマスとばねとダンパーとを組
合せた振動系で、この固有振動数と減衰定数とを適切に
調整することによって、動吸振器を取り付けた床、また
は梁等の振動を小さくする装置である。図5は従来の動
吸振器の一例を示し、マスaはコイルばねbを介して制
振装置の取付基体となる床cに支持され、同床cとマス
aとの間にダンパーdが介装されている。
2. Description of the Related Art A dynamic vibration absorber is a vibration system in which a mass, a spring, and a damper are combined. By appropriately adjusting the natural frequency and the damping constant, a floor to which the dynamic vibration absorber is attached, It is a device that reduces vibration. FIG. 5 shows an example of a conventional dynamic vibration reducer, in which a mass a is supported by a floor c which is a mounting base of a vibration damping device via a coil spring b, and a damper d is interposed between the floor c and the mass a. It is equipped.

【0003】この動吸振器の周波数を調整するために
は、ばね常数の異なるコイルばねに取り替えたり、コイ
ルばねの本数を増減させるか、または付加マスe等によ
ってマスの重量を増減させる方法が考えられる。図6は
従来の動吸振器の他の例を示し、レバーfの一端が床c
上に設けられた支持体gにピンhまたはトーションバー
で支持され、レバーfの途中にはマスiが移動可能に取
付けられ、更にレバーfの支持部にばねjが取付けら
れ、先端にはダンパーkが取り付けられている。
In order to adjust the frequency of this dynamic vibration absorber, a method of replacing with a coil spring having a different spring constant, increasing or decreasing the number of coil springs, or increasing or decreasing the weight of the mass by an additional mass e is considered. To be FIG. 6 shows another example of a conventional dynamic vibration reducer, in which one end of a lever f has a floor c.
A support h provided above is supported by a pin h or a torsion bar, a mass i is movably attached in the middle of a lever f, a spring j is attached to a support portion of the lever f, and a damper is provided at the tip. k is attached.

【0004】この動吸振器においては、レバー上におけ
るマスの位置を移動させることによって固有周波数を調
整する。図7は従来の更に他の動吸振器を示し、これは
図6に示した動吸振器を改良したもので、レバーfには
更に周波数調整用マスmが移動可能に取付けられ、同マ
スを前記レバー上に沿って移動させることによって周波
数を調整する。
In this dynamic vibration reducer, the natural frequency is adjusted by moving the position of the mass on the lever. FIG. 7 shows still another conventional dynamic vibration reducer, which is an improvement of the dynamic vibration reducer shown in FIG. 6, in which the frequency adjusting mass m is movably attached to the lever f, The frequency is adjusted by moving along the lever.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、図5に
示した動吸振器においては、固有振動数を調整するため
に、調整用のばね、または重錘を何通りか用意する必要
があり、それらの多くは調整が終ると不要になってしま
い、無駄である。また図6に示した動吸振器では、レバ
ー上のマスを動して固有周波数を調整するものであり、
大きなマスを動かすのは容易でなく、調整が困難であ
る。
However, in the dynamic vibration reducer shown in FIG. 5, it is necessary to prepare some springs or weights for adjustment in order to adjust the natural frequency. Many of them are useless because they become unnecessary after the adjustment. Further, in the dynamic vibration absorber shown in FIG. 6, the mass on the lever is moved to adjust the natural frequency,
Large masses are not easy to move and difficult to adjust.

【0006】更に図7に示した動吸振器ではレバーが長
くなり、床や梁に取付ける際、設置上の制約を受けるこ
とがある。本発明は前記従来技術の有する問題点に鑑み
て提案されたもので、その目的とする処は、調整用の重
錘やばねの必要がなく、重い重錘を動かす必要もなく、
よりコンパクトな制振装置を提供する点にある。
Further, in the dynamic vibration reducer shown in FIG. 7, the lever becomes long, which may restrict the installation when it is attached to the floor or the beam. The present invention has been proposed in view of the above problems of the prior art, the objective of the present invention, there is no need for adjustment weights or springs, it is not necessary to move the heavy weight,
The point is to provide a more compact vibration damping device.

【0007】[0007]

【課題を解決するための手段】前記の目的を達成するた
め、本発明に係る制振装置は、床、梁に一端を固定され
た板ばねの他端にマスを取付け、同板ばねを、前記マス
と前記板ばねの固定端との間を移動自在なようにピン支
持するとともに、前記板ばね、またはマスと前記床、梁
との間にダンパーを取付けて構成されている。
In order to achieve the above-mentioned object, a vibration damping device according to the present invention has a mass attached to the other end of a plate spring whose one end is fixed to a floor and a beam. A pin is movably supported between the mass and the fixed end of the plate spring, and a damper is attached between the plate spring or the mass and the floor or beam.

【0008】[0008]

【作用】本発明に係る制振装置は前記したように構成さ
れているので、地震時等において床、梁に一端を固定さ
れ、他端にマスが取付けられた板ばねにおける前記マス
が上下に振動し、同板ばねの前記固定端部と、マス取付
部との間におけるピン支持位置を調整することによって
固有周波数が調整される。また前記板ばね、またはマス
と取付基体との間に配設されたダンパーによって減衰定
数が調整される。
Since the vibration damping device according to the present invention is constructed as described above, one end of the leaf spring, one end of which is fixed to the floor and the beam and the other end of which is attached to the mass, is vertically moved in the event of an earthquake or the like. The natural frequency is adjusted by vibrating and adjusting the pin support position between the fixed end portion of the leaf spring and the mass attachment portion. Further, the damping constant is adjusted by the leaf spring or the damper arranged between the mass and the mounting base.

【0009】[0009]

【実施例】以下本発明を図示の実施例について説明す
る。図1は本発明の第1の実施例を示し、床1上に剛に
設置された台座2に水平の板ばね3の一端部が固定さ
れ、他端にはマス4及びダンパー5が取付けられてい
る。
The present invention will be described below with reference to the illustrated embodiments. FIG. 1 shows a first embodiment of the present invention. One end of a horizontal leaf spring 3 is fixed to a pedestal 2 rigidly installed on a floor 1, and a mass 4 and a damper 5 are attached to the other end. ing.

【0010】前記板ばね3におけるマス4と台座2に対
する固定端との中間部はピン6で支持され、板ばね3は
この位置で上下の変形を抑止されている。前記ピン6は
台座2上で板ばね3の長手方向に沿って移動可能なよう
に配設されている。図示の実施例は前記したように構成
されているので、前記ピン6の位置を移動調節すること
によって固有振動数を調整し、ダンパー5の減衰量を調
整することによって図示の装置が動吸振器として働く。
An intermediate portion between the mass 4 of the leaf spring 3 and the fixed end with respect to the pedestal 2 is supported by a pin 6, and the leaf spring 3 is prevented from vertically deforming at this position. The pin 6 is arranged on the base 2 so as to be movable along the longitudinal direction of the leaf spring 3. Since the illustrated embodiment is configured as described above, the position of the pin 6 is moved and adjusted to adjust the natural frequency, and the damping amount of the damper 5 is adjusted so that the illustrated device is a dynamic vibration absorber. Work as.

【0011】図2乃至図4は本発明をH型梁に適用した
本発明の第2の実施例を示し、板ばね7は一端を梁のウ
エブ8における固定部9に取付けられている。また板ば
ね7の他端にはマス10が取付けられていて、ダンパー
11が前記板ばね7と梁の下フランジ12との間に取付
けられている。前記板ばね7におけるマス10と固定部
9との間には、梁のウエブ8に突設されたピン固定部1
3に装架されたピン14によって板ばね7の上下の移動
を抑止している。またピン14は梁材軸方向に移動可能
になっている。更にマス10の梁の上フランジ15及び
下フランジ12との間に付加ばね16が取付けられてい
る。
2 to 4 show a second embodiment of the present invention in which the present invention is applied to an H-shaped beam. One end of a leaf spring 7 is attached to a fixing portion 9 of a web 8 of the beam. A mass 10 is attached to the other end of the leaf spring 7, and a damper 11 is attached between the leaf spring 7 and the lower flange 12 of the beam. Between the mass 10 and the fixing portion 9 of the leaf spring 7, the pin fixing portion 1 provided on the web 8 of the beam is projected.
Up and down movement of the leaf spring 7 is suppressed by the pin 14 mounted on the pin 3. The pin 14 is movable in the beam material axial direction. Further, an additional spring 16 is attached between the upper flange 15 and the lower flange 12 of the beam of the mass 10.

【0012】なお同付加ばね16はマス10を板ばね7
が支持できない場合の補助部材として、又は動吸振器の
固有周波数を高くするために取付けられる。前記実施例
においてはピン14の位置を移動させることによって、
この動吸振器の周波数の調整が可能である。
The additional spring 16 is used for connecting the mass 10 to the leaf spring 7.
Is attached as an auxiliary member when it cannot be supported, or for increasing the natural frequency of the dynamic vibration reducer. In the above embodiment, by moving the position of the pin 14,
The frequency of this dynamic vibration absorber can be adjusted.

【0013】[0013]

【発明の効果】本発明に係る制振装置は前記したよう
に、床、梁上に一端を固定された板ばねの他端にマスを
取付け、同板ばねにおけるマスと固定端との間を移動自
在なようにピン支持し、板ばね、またはマスと前記床、
梁との間にダンパーを取付けて構成されているので、調
整用の重錘やばねを用意する必要がなくなり、また重い
マスを動かす必要もなくなり、構成がよりコンパクトに
なる。
As described above, in the vibration damping device according to the present invention, a mass is attached to the other end of a plate spring whose one end is fixed on the floor and the beam, and the mass is fixed between the mass and the fixed end of the plate spring. Pin support so that it can move freely, leaf spring, or mass and the floor,
Since the damper is attached between the beam and the beam, it is not necessary to prepare a weight or spring for adjustment, and it is not necessary to move a heavy mass, so that the structure becomes more compact.

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

【図1】本発明に係る制振装置の第1の実施例を示す正
面図である。
FIG. 1 is a front view showing a first embodiment of a vibration damping device according to the present invention.

【図2】本発明に係る制振装置の第2の実施例を示す正
面図である。
FIG. 2 is a front view showing a second embodiment of the vibration damping device according to the present invention.

【図3】図2の矢視イーイ図である。FIG. 3 is an arrow view diagram of FIG.

【図4】図2の矢視ローロ図である。FIG. 4 is a view showing an arrow roll of FIG.

【図5】従来の制振装置の一例を示す正面図である。FIG. 5 is a front view showing an example of a conventional vibration damping device.

【図6】従来の制振装置の他の例を示す正面図である。FIG. 6 is a front view showing another example of a conventional vibration damping device.

【図7】従来の制振装置の更に他の例を示す正面図であ
る。
FIG. 7 is a front view showing still another example of the conventional vibration damping device.

【符号の説明】[Explanation of symbols]

1 床 2 台座 3 板ばね 4 マス 5 ダンパー 6 ピン 7 板ばね 8 ウエブ 9 固定部 10 マス 11 ダンパー 12 下フランジ 13 ピン固定部 14 ピン 15 上フランジ 16 付加ばね 1 floor 2 pedestal 3 leaf spring 4 mass 5 damper 6 pin 7 leaf spring 8 web 9 fixed part 10 mass 11 damper 12 lower flange 13 pin fixed part 14 pin 15 upper flange 16 additional spring

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 床、梁に一端を固定された板ばねの他端
にマスを取付け、同板ばねを、前記マスと前記板ばねの
固定端との間を移動自在なようにピン支持するととも
に、前記板ばね、またはマスと前記床、梁との間にダン
パーを取付けてなることを特徴とする制振装置。
1. A mass is attached to the other end of a plate spring having one end fixed to a floor and a beam, and the plate spring is supported by a pin so as to be movable between the mass and the fixed end of the plate spring. Also, a vibration damping device is characterized in that a damper is attached between the leaf spring or the mass and the floor and the beam.
JP03339493A 1993-02-23 1993-02-23 Damping device Expired - Lifetime JP3161558B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP03339493A JP3161558B2 (en) 1993-02-23 1993-02-23 Damping device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP03339493A JP3161558B2 (en) 1993-02-23 1993-02-23 Damping device

Publications (2)

Publication Number Publication Date
JPH06240924A true JPH06240924A (en) 1994-08-30
JP3161558B2 JP3161558B2 (en) 2001-04-25

Family

ID=12385380

Family Applications (1)

Application Number Title Priority Date Filing Date
JP03339493A Expired - Lifetime JP3161558B2 (en) 1993-02-23 1993-02-23 Damping device

Country Status (1)

Country Link
JP (1) JP3161558B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001254775A (en) * 2000-03-15 2001-09-21 Asahi Kasei Corp Vibration control device and method of adjusting it
JP2008127958A (en) * 2006-11-24 2008-06-05 Daiwa House Ind Co Ltd Mass damper and vibration control structure of beam using the same
JP2012162973A (en) * 2011-01-20 2012-08-30 Asahi Kasei Homes Co Vibration control device and building
JP2013170698A (en) * 2012-02-23 2013-09-02 Asahi Kasei Homes Co Vibration damping device and building

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001254775A (en) * 2000-03-15 2001-09-21 Asahi Kasei Corp Vibration control device and method of adjusting it
JP2008127958A (en) * 2006-11-24 2008-06-05 Daiwa House Ind Co Ltd Mass damper and vibration control structure of beam using the same
JP2012162973A (en) * 2011-01-20 2012-08-30 Asahi Kasei Homes Co Vibration control device and building
JP2013170698A (en) * 2012-02-23 2013-09-02 Asahi Kasei Homes Co Vibration damping device and building

Also Published As

Publication number Publication date
JP3161558B2 (en) 2001-04-25

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