JP2002021916A - Vibration damping device and pedestrian overpass having this device - Google Patents

Vibration damping device and pedestrian overpass having this device

Info

Publication number
JP2002021916A
JP2002021916A JP2000200402A JP2000200402A JP2002021916A JP 2002021916 A JP2002021916 A JP 2002021916A JP 2000200402 A JP2000200402 A JP 2000200402A JP 2000200402 A JP2000200402 A JP 2000200402A JP 2002021916 A JP2002021916 A JP 2002021916A
Authority
JP
Japan
Prior art keywords
weight
fixed
vibration damping
sides
damping device
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
JP2000200402A
Other languages
Japanese (ja)
Other versions
JP3604077B2 (en
Inventor
Masahiro Nanjo
正洋 南條
Masakazu Tsunetsugu
正和 常次
Akihide Hatanaka
章秀 畑中
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.)
Nichizo Tech Inc
Original Assignee
Nichizo Tech Inc
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 Nichizo Tech Inc filed Critical Nichizo Tech Inc
Priority to JP2000200402A priority Critical patent/JP3604077B2/en
Publication of JP2002021916A publication Critical patent/JP2002021916A/en
Application granted granted Critical
Publication of JP3604077B2 publication Critical patent/JP3604077B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a vibration damping device easily installable even in a small-scale pedestrian overpass, simply installable even in an existing pedestrian overpass and having no influence on walking of a pedestrian. SOLUTION: A weight 8 arranged so as to be vertically freely movable along a guide, springs 13 for braking a vertical movement of the weight 8 and a damper for damping vibration of the vertical movement of the weight 8, are housed in a longitudinally flat rectangular solid-shaped box body 1 having the small depth to a width and the height.

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】本発明は、歩道橋など上下方
向に揺れやすい構造物に簡単に適用できる制振装置(同
調質量ダンパー)及びその制振装置を取り付けた歩道橋
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vibration damping device (tuning mass damper) which can be easily applied to a structure which easily swings in a vertical direction such as a pedestrian bridge, and a pedestrian bridge to which the vibration damping device is attached.

【0002】[0002]

【従来の技術】一般に比較的長い歩道橋においては、橋
桁の固有振動数が歩行者の歩調に近づくことになり、歩
行による振動が大きくなる。
2. Description of the Related Art Generally, in a relatively long pedestrian bridge, the natural frequency of the bridge girder approaches the pedestrian's pace, and the vibration caused by walking increases.

【0003】ところで、規模が大きい歩道橋では、断面
が箱桁で構成されているため、箱桁の空間部が大きく、
その空間部に制振装置が設置されている。
By the way, in the case of a large-sized pedestrian bridge, since the cross section is constituted by a box girder, the space of the box girder is large.
A vibration damping device is installed in the space.

【0004】[0004]

【発明が解決しようとする課題】規模が小さい歩道橋で
は、桁構造が開断面のI桁であり、桁高さが低いため、
歩道橋の床板とI桁で構成される床下空間に制振装置を
組み込むことができないという問題点がある。
In a small-sized pedestrian bridge, the girder structure is an I-girder having an open section and the girder height is low.
There is a problem that the vibration damping device cannot be incorporated in the underfloor space composed of the floor plate and the I-girder of the pedestrian bridge.

【0005】一方、前記の規模が大きい歩道橋では、当
初から制振装置を設置することがあるが、設計その他の
理由により制振結果が不都合の場合、桁の断面を変更し
て曲げ剛性を増大することは、大変なことであり、大幅
なコスト高になるという問題点がある。
[0005] On the other hand, in a large-sized pedestrian bridge, a damping device may be installed from the beginning. However, if the damping result is inconvenient due to design or other reasons, the cross section of the girder is changed to increase the bending rigidity. It is very difficult to do so, and there is a problem that the cost is greatly increased.

【0006】本発明は、前記の点に留意し、小規模の歩
道橋にも容易に設置できるほか、既設の歩道橋に対して
も簡単に取り付けでき、歩行者の歩行に影響を与えな
く、歩道橋など上下方向に揺れやすい構造物に簡単に設
置できる制振装置を提供し、かつ、その制振装置を取り
付けた歩道橋を提供することを目的とする。
In consideration of the above points, the present invention can be easily installed on a small pedestrian bridge and can be easily attached to an existing pedestrian bridge without affecting pedestrian walking. An object of the present invention is to provide a vibration damping device that can be easily installed on a structure that easily swings in the vertical direction, and to provide a pedestrian bridge to which the vibration damping device is attached.

【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
に、本発明の制振装置は、幅及び高さに対し奥行が小さ
い前後方向が扁平な直方体形状の箱体内に、ガイドに沿
い上下動自在に設けられた重錘と、前記重錘の上下動を
制動するばねと、前記重錘の上下動の振動を減衰する減
衰器とを収納したものである。
In order to achieve the above object, a vibration damping device according to the present invention is provided in a box having a rectangular parallelepiped shape having a small depth with respect to width and height and having a flat front-rear direction along a guide. The weight includes a movable weight, a spring for braking the vertical movement of the weight, and an attenuator for attenuating the vertical vibration of the weight.

【0008】以上のように構成された本発明の制振装置
は、重錘とばねと減衰器を収納した箱体が、幅及び高さ
に対し奥行が小さい前後方向が扁平な直方体形状に形成
されているため、歩道橋の高欄に、高欄に平行に、即ち
高欄を構成する空間に、埋め込んだ形で容易に取り付け
ることができるようになり、歩行者の歩行に影響を与え
なく、外観も良好であり、新設は勿論既設の歩道橋に簡
単に取り付けることができる。
[0008] In the vibration damping device of the present invention configured as described above, the box housing the weight, the spring, and the attenuator is formed in a rectangular parallelepiped shape having a small depth with respect to the width and the height and a flat front and rear direction. It can be easily mounted in the form of a pedestrian bridge in parallel with the railing, that is, in the space constituting the railing, in a buried form, without affecting the walking of pedestrians and having a good appearance. It can be easily installed on existing pedestrian bridges as well as new ones.

【0009】さらに、箱体の前面蓋板の開放または取り
外しにより、メンテナンス及び調整・修理がきわめて容
易である。
Further, by opening or removing the front cover plate of the box, maintenance, adjustment and repair are extremely easy.

【0010】また、重錘をブロック状にし、前記重錘の
両側部の上下方向透孔に、両側の上下方向固定支柱を挿
通し、前記重錘と箱体内の下面または上面あるいは下面
と上面の両方との間にばねを設けるようにするのが望ま
しく、箱体にコンパクトに収納することができる。
Further, the weight is made into a block shape, and vertically fixed supports on both sides are inserted into vertical through holes on both sides of the weight, and the weight and the lower surface or the upper surface or the lower surface and the upper surface of the box body are inserted. It is desirable to provide a spring between them, and they can be stored compactly in a box.

【0011】さらに、減衰器を、箱体内の両側に固定さ
れた固定銅板と、重錘の両側に突設され、固定銅板の前
方及び後方に位置する鉄板と、各鉄板の前記固定銅板側
の面に固着された永久磁石とから構成することが好まし
く、減衰器を簡単な構造で安価にすることができる。
[0011] Further, the attenuator includes a fixed copper plate fixed on both sides in the box body, iron plates protruding on both sides of the weight and located in front of and behind the fixed copper plate, and an iron plate on the fixed copper plate side of each iron plate. It is preferable to use a permanent magnet fixed to the surface, and the attenuator can be made simple and inexpensive.

【0012】その上、前記制振装置を歩道橋の床板両側
の高欄に高欄に平行に取り付けることにより、取り付け
作業が殆ど床板上となり、作業が容易で安全であり、新
設・既設を問わず、歩道橋に制振装置を簡単に取り付け
ることができ、かつ、歩行者の歩行に影響を与えなく、
外観も良好である。
[0012] In addition, by mounting the vibration damping device on the railing on both sides of the footbridge of the pedestrian bridge in parallel with the railing, the mounting work is almost on the floorboard, and the work is easy and safe. Can be easily attached to the pedestrian and without affecting the walking of pedestrians,
The appearance is also good.

【0013】[0013]

【発明の実施の形態】本発明の制振装置の実施の1形態
を図1ないし図4を参照して説明する。1は箱体であ
り、幅及び高さに対し奥行が小さい前後方向が扁平な直
方体形状であり、断面が矩形状の4本のパイプ2を接合
して枠体3を形成し、枠体3の幅が高さより若干長く、
枠体3の裏面に裏板4が固着され、枠体3の前面に蓋板
5が着脱自在に取り付けられ、枠体3・裏板4・蓋板5
により箱体1が構成されている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of a vibration damping device according to the present invention will be described with reference to FIGS. Reference numeral 1 denotes a box, which has a rectangular parallelepiped shape having a small depth with respect to width and height and a flat front-rear direction and a rectangular cross section joined to form a frame 3 to form a frame 3. Is slightly longer than the height,
A back plate 4 is fixed to the back surface of the frame 3, and a cover plate 5 is detachably attached to the front surface of the frame 3, and the frame 3, the back plate 4, and the cover plate 5
Constitutes the box 1.

【0014】6はガイドを構成する固定支柱であり、箱
体1内の両側に上下方向に固定され、上・下端部が上側
・下側パイプ2の内面に固着された支持具7により支持
されている。
Reference numeral 6 denotes a fixed support which constitutes a guide. The support 6 is vertically fixed to both sides in the box 1 and is supported by a support 7 whose upper and lower ends are fixed to the inner surfaces of the upper and lower pipes 2. ing.

【0015】8はブロック状の重錘であり、幅より高さ
が小さく、さらに奥行が小さい前後方向が扁平な横長の
直方体形状であり、両側部に上下方向の透孔9が形成さ
れている。10は透孔9の上端部・下端部に取り付けら
れたリニアブッシュであり、固定支柱6がリニアブッシ
ュ10を介して透孔9に挿入され、重錘8が固定支柱6
をガイドとして上下動自在になっている。
Reference numeral 8 denotes a block-shaped weight, which has a height smaller than the width and has a smaller depth, and has a flat horizontally-long rectangular parallelepiped shape in the front-rear direction, and vertical holes 9 formed on both sides. . Reference numeral 10 denotes a linear bush attached to the upper end and the lower end of the through hole 9. The fixed support 6 is inserted into the through hole 9 via the linear bush 10, and the weight 8 is fixed to the fixed support 6.
It can be moved up and down as a guide.

【0016】11は重錘8の上面にボルト12により取
り付けられた複数枚の調整錘であり、適宜増減して重錘
8の重量が調整される。13は重錘8の下面と枠体3内
の下面、即ち下側パイプ2の上面との間に設けられた2
個の圧縮ばねであり、両固定支柱6の内方に位置し、ば
ね13の上端・下端は、重錘8及び下側パイプ2に固定
されたばね支持具14により支持されている。
Reference numeral 11 denotes a plurality of adjustment weights attached to the upper surface of the weight 8 by bolts 12, and the weight of the weight 8 is adjusted by appropriately increasing or decreasing. Reference numeral 13 denotes a lower member 2 provided between the lower surface of the weight 8 and the lower surface of the frame 3, that is, the upper surface of the lower pipe 2.
Each of the compression springs is located inside the fixed columns 6, and the upper and lower ends of the spring 13 are supported by a spring support 14 fixed to the weight 8 and the lower pipe 2.

【0017】15は両側パイプ2内面の上部・下部に固
着された固着板、16は支持板であり、L形の取付板1
7が一体に固着されている。18は枠体3に平行な上下
方向の固定銅板であり、銅板18の上端部・下端板が上
・下の取付板17に左右方向に調整自在に取り付けら
れ、上・下の支持板16が固着板15に前後方向に調整
自在に取り付けられている。
Reference numeral 15 denotes a fixing plate fixed to the upper and lower portions of the inner surface of the pipes 2 on both sides, and 16 denotes a support plate, and the L-shaped mounting plate 1
7 are integrally fixed. Reference numeral 18 denotes a vertically fixed copper plate parallel to the frame 3, and upper and lower end plates of the copper plate 18 are attached to upper and lower mounting plates 17 so as to be adjustable in the left-right direction. It is attached to the fixing plate 15 so as to be adjustable in the front-rear direction.

【0018】19は重錘8の両側面に突設されたほぼ正
方形の2枚ずつの鉄板であり、枠体3に平行であり、縦
長の基板20に直角方向に固着され、基板20と鉄板1
9のほぼ中央部に水平方向の補強板21が固着され、2
枚の鉄板19が固定銅板18の前方と後方とに位置して
いる。22は複数個の永久磁石であり、鉄板19の固定
銅板18側の面に固着され、各永久磁石22が、隙間を
設けて固定銅板18の前方及び後方に固定銅板18を挟
むようにして位置し、固定銅板18と各永久磁石22と
により減衰器が構成されている。
Reference numeral 19 denotes two substantially square iron plates projecting from both sides of the weight 8, parallel to the frame 3, and fixed to a vertically long substrate 20 at right angles. 1
9, a horizontal reinforcing plate 21 is fixed substantially at the center, and 2
The iron plates 19 are located in front of and behind the fixed copper plate 18. Reference numeral 22 denotes a plurality of permanent magnets, which are fixed to the surface of the iron plate 19 on the fixed copper plate 18 side, and each permanent magnet 22 is positioned so as to sandwich the fixed copper plate 18 in front of and behind the fixed copper plate 18 with a gap, The fixed copper plate 18 and each permanent magnet 22 constitute an attenuator.

【0019】23は上側パイプ2の下面中央部に固着さ
れた断面U字形の支持金具、24は支持金具23の下面
に固着されたストッパであり、調整錘11の上面が当接
し、重錘8の上動位置を規制する。25は取付アングル
であり、両側パイプ2の外面の上端部・下端部に固着さ
れている。
Reference numeral 23 denotes a support fitting fixed to the center of the lower surface of the upper pipe 2 and has a U-shaped cross section. Reference numeral 24 denotes a stopper fixed to the lower face of the support fitting 23. The upper movement position is regulated. Reference numeral 25 denotes a mounting angle, which is fixed to the upper and lower ends of the outer surface of the pipes 2 on both sides.

【0020】つぎに、前記形態の制振装置を歩道橋に取
り付けた場合を、図5及び図6を参照して説明する。2
6は歩道橋、27は歩道橋26の桁、28は床板、29
は床板28の両側の高欄、30は高欄29の笠木(手
摺)、31は笠木30の支柱、32は中貫、33は縦さ
んであり、前記制振装置34が、両側上部の取付アング
ル25が笠木30の下面に、両側下部の取付アングル2
5が床板28の上面に、それぞれボルト等により付けら
れ、蓋板5が歩道側に位置し、高欄29の奥行と制振装
置34の奥行は同一か、制振装置34の方が小さく、制
振装置34の前面が高欄29の内面より歩道側へ出な
く、歩行の妨げにならない。
Next, a case where the above-described vibration damping device is mounted on a pedestrian bridge will be described with reference to FIGS. 5 and 6. FIG. 2
6 is a pedestrian bridge, 27 is a girder of a pedestrian bridge 26, 28 is a floor board, 29
Is a balustrade on both sides of the floorboard 28, 30 is a bamboo (handrail) of the bamboo 29, 31 is a column of the bamboo grass 30, 32 is a midway, 33 is a vertical bar, and the vibration damping device 34 is attached to the upper mounting angle 25 at both sides. Mounting angles 2 on the lower side of both sides on the lower surface of Kasagi 30
5 is attached to the upper surface of the floor plate 28 with bolts or the like, and the lid plate 5 is located on the side of the sidewalk, and the depth of the railing 29 and the depth of the vibration damping device 34 are the same or the vibration damping device 34 is smaller. The front surface of the vibration device 34 does not protrude toward the sidewalk from the inner surface of the railing 29, and does not hinder walking.

【0021】図7は既設の歩道橋26の高欄29を示
し、この場合、図示の斜線部を除去することにより、簡
単に制振装置34を取り付けることができる。
FIG. 7 shows the railing 29 of the existing pedestrian bridge 26. In this case, the vibration damping device 34 can be easily attached by removing the hatched portions shown.

【0022】そして、前記制振装置34は、各永久磁石
22が重錘8とともに上下に振動し、各永久磁石22と
固定銅板18の相対速度に比例した減衰力が得られる。
In the vibration damping device 34, each permanent magnet 22 vibrates up and down together with the weight 8, and a damping force proportional to the relative speed between each permanent magnet 22 and the fixed copper plate 18 is obtained.

【0023】つぎに、重錘8は重い程制振効果が大きい
が、、歩道橋26の振動重量に対し約1%の重量で、制
振装置を付けない場合の振動を、10分の1程度に抑制
できる。
Next, the heavier the weight 8, the greater the vibration damping effect. However, the weight is about 1% of the vibration weight of the pedestrian bridge 26, and the vibration without the vibration damping device is suppressed to about 1/10. it can.

【0024】また、ばね13の強さは、重錘8の振動が
桁の振動とほぼ一致するよう設計し、重錘8の下方の前
記圧縮ばね13のほか、重錘8の上方にもばねを設置す
る場合もある。あるいは、重錘8を重錘8の上方のばね
のみにより吊るようにしてもよい。
The strength of the spring 13 is designed so that the vibration of the weight 8 substantially coincides with the vibration of the girder. In addition to the compression spring 13 below the weight 8, the spring 13 May be installed. Alternatively, the weight 8 may be suspended only by the spring above the weight 8.

【0025】さらに、減衰器について、固定銅板18と
各永久磁石22から構成される磁気ダンパーについて説
明したが、この磁気ダンパーはメンテナンスが不要であ
る。この磁気ダンパーの代りにエアダンパー・オイルダ
ンパーを適用することもできる。
Further, as for the attenuator, the magnetic damper composed of the fixed copper plate 18 and each permanent magnet 22 has been described, but this magnetic damper requires no maintenance. Instead of the magnetic damper, an air damper and an oil damper can be applied.

【0026】[0026]

【発明の効果】本発明は、以上説明したように構成され
ているので、以下に記載されるような効果を奏する。重
錘8とばね13と減衰器を収納した箱体1が、幅及び高
さに対し奥行が小さい前後方向が扁平な直方体形状に形
成されているため、歩道橋の高欄に、高欄に平行に、即
ち高欄を構成する空間に、埋め込んだ形で容易に取り付
けることができるようになり、歩行者の歩行に影響を与
えなく、外観も良好であり、新設は勿論既設の歩道橋に
簡単に取り付けることができる。
Since the present invention is configured as described above, it has the following effects. Since the box body 1 housing the weight 8, the spring 13, and the attenuator is formed in a rectangular parallelepiped shape in which the depth is small with respect to the width and the height, the front-rear direction is flat. That is, it can be easily mounted in the space that composes the railing in an embedded form, does not affect the walking of pedestrians, has a good appearance, and can be easily mounted on existing pedestrian bridges as well as new ones. it can.

【0027】さらに、箱体1の前面蓋板5の開放または
取り外しにより、メンテナンス及び調整・修理がきわめ
て容易である。
Further, by opening or removing the front cover plate 5 of the box 1, maintenance, adjustment and repair are extremely easy.

【0028】また、重錘8をブロック状にし、重錘8の
両側部の上下方向透孔9に、両側の上下方向固定支柱6
を挿通し、重錘8と箱体1内の下面または上面との間に
ばね13を設けるようにするのが望ましく、箱体1にコ
ンパクトに収納することができる。
The weight 8 is made into a block shape, and the vertical fixing holes 6 on both sides are inserted into the vertical through holes 9 on both sides of the weight 8.
, And a spring 13 is desirably provided between the weight 8 and the lower surface or the upper surface in the box 1, and can be compactly stored in the box 1.

【0029】さらに、減衰器を、箱体1内の両側に固定
された固定銅板18と、重錘8の両側に突設され、固定
銅板18の前方及び後方に位置する鉄板19と、各鉄板
19の固定銅板18側の面に固着された永久磁石22と
から構成することが好ましく、減衰器を簡単な構造で安
価にすることができる。
The attenuator is further provided with fixed copper plates 18 fixed to both sides in the box 1, iron plates 19 projecting from both sides of the weight 8 and positioned in front of and behind the fixed copper plates 18, and each iron plate. It is preferable that the attenuator is constituted by a simple structure and inexpensive with a permanent magnet 22 fixed to the surface of the fixed copper plate 18 on the fixed copper plate 18 side.

【0030】その上、前記制振装置を歩道橋の床板両側
の高欄に高欄に平行に取り付けることにより、取り付け
作業が殆ど床板上となり、作業が容易で安全であり、新
設・既設を問わず、歩道橋に制振装置を簡単に取り付け
ることができ、かつ、歩行者の歩行に影響を与えなく、
外観も良好である。
In addition, by mounting the vibration damping device parallel to the railing on both sides of the floorboard of the pedestrian bridge, the mounting work is almost on the floorboard, and the work is easy and safe. Can be easily attached to the pedestrian and without affecting the walking of pedestrians,
The appearance is also good.

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

【図1】本発明の制振装置の実施の1形態の蓋板を除去
した一部切断正面図である。
FIG. 1 is a partially cut front view of a vibration damping device according to an embodiment of the present invention, from which a cover plate is removed.

【図2】A、Bは図1の平面図及びIIB−IIB線断面図
である。
FIGS. 2A and 2B are a plan view and a cross-sectional view taken along line IIB-IIB of FIG.

【図3】A、B、Cは図1の右側面図、IIIB−IIIB線
断面図及びIIIC−IIIC線断面図である。
FIGS. 3A, 3B, and 3C are a right side view, a sectional view taken along line IIIB-IIIB, and a sectional view taken along line IIIC-IIIC of FIG.

【図4】図2Bの一部の拡大図である。FIG. 4 is an enlarged view of a part of FIG. 2B.

【図5】本発明の歩道橋の1例の正面図である。FIG. 5 is a front view of an example of the footbridge according to the present invention.

【図6】A、Bは図5の一部の拡大図及び同切断側面図
である。
6A and 6B are an enlarged view of a part of FIG. 5 and a cut side view thereof.

【図7】歩道橋の一部の正面図である。FIG. 7 is a front view of a part of a footbridge.

【符号の説明】 1 箱体 6 固定支柱 8 重錐 9 透孔 13 ばね 18 固定銅板 19 鉄板 22 永久磁石[Description of Signs] 1 Box 6 Fixed Post 8 Weight Pyramid 9 Through Hole 13 Spring 18 Fixed Copper Plate 19 Iron Plate 22 Permanent Magnet

───────────────────────────────────────────────────── フロントページの続き (72)発明者 畑中 章秀 大阪府大阪市大正区鶴町2丁目15番26号 株式会社ニチゾウテック内 Fターム(参考) 2D059 BB03 GG05 GG13 3J048 AA02 AC08 AD07 BC01 BE08 BF03 EA39  ────────────────────────────────────────────────── ─── Continuing on the front page (72) Inventor Akihide Hatanaka 2-15-2, Tsurumachi, Taisho-ku, Osaka-shi, Osaka F-term in Nichizo Tech Co., Ltd. (Reference) 2D059 BB03 GG05 GG13 3J048 AA02 AC08 AD07 BC01 BE08 BF03 EA39

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 幅及び高さに対し奥行が小さい前後方向
が扁平な直方体形状の箱体内に、 ガイドに沿い上下動自在に設けられた重錘と、 前記重錘の上下動を制動するばねと、 前記重錘の上下動の振動を減衰する減衰器とを収納した
ことを特徴とする制振装置。
1. A weight that is vertically movable along a guide in a rectangular parallelepiped box whose depth is small relative to the width and height, and a spring that brakes the vertical movement of the weight. And a damper for damping vertical vibration of the weight.
【請求項2】 重錘がブロック状で、前記重錘の両側部
の上下方向透孔に、両側の上下方向固定支柱を挿通し、
前記重錘と、箱体内の下面または上面あるいは下面と上
面の両方との間にばねを設けたことを特徴とする請求項
1記載の制振装置。
2. The weight has a block shape, and vertically fixed supports on both sides are inserted into vertical through holes on both sides of the weight,
The vibration damping device according to claim 1, wherein a spring is provided between the weight and the lower surface or the upper surface or both the lower surface and the upper surface in the box.
【請求項3】 減衰器が、箱体内の両側に固定された固
定銅板と、重錘の両側に突設され、前記固定銅板の前方
及び後方に位置する鉄板と、前記各鉄板の前記固定銅板
側の面に固着された永久磁石とからなることを特徴とす
る請求項1または2記載の制振装置。
3. A fixed copper plate fixed to both sides of the box body, an iron plate protruding from both sides of a weight, and iron plates located in front of and behind the fixed copper plate, and the fixed copper plate of each of the iron plates. 3. The vibration damping device according to claim 1, comprising a permanent magnet fixed to the side surface.
【請求項4】 請求項1、2または3記載の制振装置
を、床板両側の高欄に該高欄に平行に取り付けたことを
特徴とする歩道橋。
4. A pedestrian bridge, wherein the vibration damping device according to claim 1, 2 or 3 is attached to a railing on both sides of a floor plate in parallel with the railing.
JP2000200402A 2000-07-03 2000-07-03 Damping device and pedestrian bridge equipped with the device Expired - Lifetime JP3604077B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000200402A JP3604077B2 (en) 2000-07-03 2000-07-03 Damping device and pedestrian bridge equipped with the device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000200402A JP3604077B2 (en) 2000-07-03 2000-07-03 Damping device and pedestrian bridge equipped with the device

Publications (2)

Publication Number Publication Date
JP2002021916A true JP2002021916A (en) 2002-01-23
JP3604077B2 JP3604077B2 (en) 2004-12-22

Family

ID=18698286

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Link
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006162026A (en) * 2004-12-10 2006-06-22 Oiles Ind Co Ltd Dynamic vibration absorber and dynamic vibration absorbing device using it
CN104385952A (en) * 2014-09-22 2015-03-04 重庆长安汽车股份有限公司 Automobile seat backrest vibration attenuator with adjustable vibration absorption frequency
JP2015094384A (en) * 2013-11-08 2015-05-18 国立大学法人 鹿児島大学 Slide type parallel leaf spring dynamic vibration absorber
KR101707458B1 (en) * 2016-05-13 2017-02-17 주식회사 브리텍 Vibration decrease type footbridge structure
JP2017145956A (en) * 2016-02-19 2017-08-24 コングッグ ユニヴァーシティ インダストリアル コーペレーション コーポレーション Tuned mass damper with piezoelectric element

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006162026A (en) * 2004-12-10 2006-06-22 Oiles Ind Co Ltd Dynamic vibration absorber and dynamic vibration absorbing device using it
JP4687092B2 (en) * 2004-12-10 2011-05-25 オイレス工業株式会社 Dynamic vibration absorber and dynamic vibration absorber using the same
JP2015094384A (en) * 2013-11-08 2015-05-18 国立大学法人 鹿児島大学 Slide type parallel leaf spring dynamic vibration absorber
CN104385952A (en) * 2014-09-22 2015-03-04 重庆长安汽车股份有限公司 Automobile seat backrest vibration attenuator with adjustable vibration absorption frequency
JP2017145956A (en) * 2016-02-19 2017-08-24 コングッグ ユニヴァーシティ インダストリアル コーペレーション コーポレーション Tuned mass damper with piezoelectric element
KR101707458B1 (en) * 2016-05-13 2017-02-17 주식회사 브리텍 Vibration decrease type footbridge structure

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