JP2007170415A - Vibration damping device, sign pole, and illumination pole - Google Patents

Vibration damping device, sign pole, and illumination pole Download PDF

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JP2007170415A
JP2007170415A JP2005364476A JP2005364476A JP2007170415A JP 2007170415 A JP2007170415 A JP 2007170415A JP 2005364476 A JP2005364476 A JP 2005364476A JP 2005364476 A JP2005364476 A JP 2005364476A JP 2007170415 A JP2007170415 A JP 2007170415A
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damping device
vibration damping
vibration
fixing portion
oscillator
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Kazutaka Abe
和隆 安部
Yoshio Yukiue
義生 雪上
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Sekisui Jushi Corp
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Sekisui Jushi Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a vibration damping device for allowing easy work relating to a mechanism and its formation while reducing the need for design corresponding to installation conditions and the shape of a sign pole, and to provide the sign pole and an illumination pole using the same. <P>SOLUTION: The sign poles to be mounted have different frequencies of vibration to be damped depending on installation conditions or their shapes. A space adjusting means is provided on a space holding material 2 for adjusting a space between an oscillator 3 and a mounting fixing part 1. Thus, the oscillator 3 has a way of most effective oscillation for the damping the frequencies to be damped, and so it is adaptable to wide-rage vibration frequencies, reducing the need for designing the device corresponding to installation conditions and the shape of the sign pole. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、主として道路周辺に設置される標識柱、照明柱などに取り付けられ、風や交通振動等に由来する振動を制振する制振装置及びそれを用いた標識柱並びに照明柱に関するものである。   The present invention relates to a vibration damping device that is mainly attached to a sign pillar, an illumination pillar, and the like installed around a road and dampens vibrations derived from wind, traffic vibration, and the like, and a sign pillar and an illumination pillar using the same. is there.

従来の道路周辺の標識柱、照明柱などに取り付けられて用いられる制振装置としては、例えば特許文献1に、粘性減衰液を収容した容器内に、圧縮状態で対向した少なくとも一対以上のスプリングを収納し、この対をなすスプリング間に重りを設置した制振装置が開示されている。   As a vibration damping device used by being attached to a conventional sign pillar, lighting pillar, etc. around a road, for example, Patent Document 1 discloses that at least a pair of springs facing each other in a compressed state in a container containing a viscous damping liquid. A vibration damping device is disclosed in which a weight is installed between the springs that house and make a pair.

特開平10−9337号公報Japanese Patent Laid-Open No. 10-9337

しかしながら、特許文献1に記載の制振装置では、スプリングと重りにより制振を行うものであるから、減衰の対象となる周波数の振動を効果的に減衰させる場合には、スプリングの弾性率や重りの重量等をこの周波数に合わせて設計する必要があり、設計を各々行う必要があることから設計に係わる作業が繁雑なものとなっていた。また重りと共にスプリングを圧縮状態で取り付ける必要があり、機構が複雑となりまた形成に係わる作業も繁雑となるものであった。   However, since the vibration damping device described in Patent Document 1 performs vibration damping by a spring and a weight, when the vibration of the frequency to be damped is effectively damped, the elastic modulus or weight of the spring is used. It is necessary to design the weight and the like according to this frequency, and it is necessary to perform each design, so that the work related to the design is complicated. In addition, it is necessary to attach the spring in a compressed state together with the weight, which complicates the mechanism and makes the work involved in forming complicated.

本発明は上記の如き課題に鑑みてなされたものであり、設置状況や標識柱等の形状に応じて設計を行う必要が少なく、また機構及び形成に係わる作業を簡便なものとできる制振装置及びそれを用いた標識柱並びに照明柱を提供せんとするものである。   The present invention has been made in view of the problems as described above, and it is not necessary to design in accordance with the installation situation, the shape of the sign post, and the like, and the vibration control device capable of simplifying the work related to the mechanism and formation. And a sign pillar and an illumination pillar using the same.

上記目的を達成するため、本発明は以下のような構成としている。すなわち、本発明に係わる制振装置は、制振の対象とする構造物に伴って振動する取付固定部と、該取付固定部に対して揺動自在に吊り下げられた間隔保持材と、該間隔保持材に取り付けられて取付固定部の下方に設けられた揺動子と、該揺動子の側方を囲んで設けられた側壁部とを備え、外部からの振動による揺動子の揺動及び揺動子の側壁部への衝突により振動を減衰させる制振装置であって、前記間隔保持材に、揺動子と取付固定部との間隔を調整する間隔調整手段が設けられていることを特徴とするものである。   In order to achieve the above object, the present invention is configured as follows. That is, the vibration damping device according to the present invention includes an attachment fixing portion that vibrates with a structure to be subjected to vibration suppression, a spacing member suspended in a swingable manner with respect to the attachment fixing portion, A rocker attached to the spacing member and provided below the fixing portion and a side wall provided to surround the side of the rocker, and the rocker is shaken by external vibration. A vibration damping device for attenuating vibration by a movement and a collision with a side wall portion of a rocker, wherein the gap holding member is provided with a gap adjusting means for adjusting a gap between the rocker and the mounting fixing portion. It is characterized by this.

本発明に係わる制振装置によれば、取り付けの対象となる標識柱等は設置状況や形状によって減衰すべき振動の周波数が種々に異なるが、間隔保持材に設けられた間隔調整手段により揺動子と取付固定部との間隔を調整することで、揺動子を減衰の対象となる周波数の減衰に最も効果的な揺れ方となるようにでき、幅広い振動周波数に対応可能となることで設置状況や標識柱等の形状に応じて装置の設計を行う必要を少なくできる。   According to the vibration damping device according to the present invention, the frequency of the vibration to be damped varies depending on the installation situation and shape of the marker column or the like to be attached, but is oscillated by the interval adjusting means provided on the interval holding member. By adjusting the distance between the element and the mounting fixing part, the oscillator can be adjusted to the most effective way to attenuate the frequency to be attenuated, and it can be installed in a wide range of vibration frequencies. It is possible to reduce the necessity of designing the device according to the situation and the shape of the sign post.

また前記間隔調整手段は、間隔保持材に備えられたねじ部及び該ねじ部に螺着された位置決めナットにより形成されたものであれば、間隔調整手段を簡便な構造により設けることができ、また揺動子の固定も確実に行うことができ好ましい。   The distance adjusting means can be provided with a simple structure as long as the distance adjusting means is formed by a screw portion provided in the interval holding member and a positioning nut screwed to the screw portion. It is preferable that the oscillator can be fixed securely.

また前記揺動子は、重錘と弾性体とからなり、重錘及び弾性体には貫通孔が設けられ、該貫通孔に前記ねじ部が挿通されて間隔保持材に取り付けられていれば、揺動子の間隔保持材への取り付けがより簡便に行うことができ、また重錘及び弾性体の固定も確実に行うことができ好ましい。   Further, the oscillator is composed of a weight and an elastic body, the weight and the elastic body are provided with a through hole, and if the screw portion is inserted into the through hole and attached to the interval holding member, It is preferable that the oscillator can be attached to the spacing member more easily, and the weight and the elastic body can be securely fixed.

また前記間隔保持材は、複数の鎖材をつなぎ合わせたチェーンを用いて形成されていれば、間隔保持材において屈曲点が多く設けられることで揺動子の揺動が円滑なものとなり、また取付固定部と揺動子との間の鎖材の数を変更することで間隔調整手段とでき、別途間隔調整手段を設ける必要がなく構造が簡便なものとなり好ましい。   Further, if the spacing member is formed using a chain in which a plurality of chain members are joined together, the spacing member is provided with a large number of bending points, so that the swinging of the rocker becomes smooth. By changing the number of chain members between the mounting fixing part and the oscillator, it is possible to obtain a distance adjusting means, and it is not necessary to provide a separate distance adjusting means, which is preferable because the structure is simple.

また前記取付固定部は、側壁部により囲まれた空間部の上端に取り付けられる天蓋体と一体に設けられていれば、標識柱等が既設のものであっても、天蓋体に設けられた取付固定部に予め間隔保持材及び揺動子を取り付けておき、側壁部に囲まれた空間を備えた標識柱等に取り付けるのみで制振装置を形成することが可能となり、とりわけ後付けとなる場合において制振装置の形成が容易なものとでき好ましい。   Further, if the mounting fixing part is provided integrally with the canopy body attached to the upper end of the space part surrounded by the side wall part, the mounting provided on the canopy body even if the sign post is already provided. It is possible to form a vibration damping device just by attaching a spacing member and a rocker to the fixed part in advance, and attaching it to a marker pillar or the like having a space surrounded by the side wall part. The vibration damping device can be easily formed, which is preferable.

また本発明に係わる標識柱並びに照明柱は、請求項1〜5のいずれかに記載の制振装置が設けられていることを特徴とするものである。   In addition, the marker column and the illumination column according to the present invention are provided with the vibration damping device according to any one of claims 1 to 5.

本発明に係わる標識柱並びに照明柱によれば、風や交通振動等に由来する振動が制振装置によって制振され、疲労破壊を未然に防止することができるが、請求項1〜5のいずれかに記載の制振装置を用いることで幅広い振動周波数に対応可能となることで、あらゆる標識柱並びに照明柱に適用することができ、また既設のものに対しても容易に適用が可能なものとなり得る。   According to the marker column and the illumination column according to the present invention, vibrations derived from wind, traffic vibrations, and the like are suppressed by the vibration control device, and fatigue failure can be prevented in advance. By using the vibration control device described in the above, it can be applied to a wide range of vibration frequencies, so that it can be applied to any sign column and lighting column, and can be easily applied to existing ones. Can be.

また前記制振装置は、前記標識柱又は照明柱の一部が側壁部を兼ねるものとなされていれば、別途側壁部を形成する必要がなく、形成に係わる作業及び材料を低減することができ好ましい。   In addition, the vibration control device can reduce the work and materials related to the formation without the need to form a separate side wall if a part of the marker column or the lighting column also serves as the side wall. preferable.

本発明に係わる制振装置によれば、取り付けの対象となる標識柱等は設置状況や形状によって減衰すべき振動の周波数が種々に異なるが、間隔保持材に設けられた間隔調整手段により揺動子と取付固定部との間隔を調整することで、揺動子を減衰の対象となる周波数の減衰に最も効果的な揺れ方となるようにでき、幅広い振動周波数に対応可能となることで設置状況や標識柱等の形状に応じて装置の設計を行う必要を少なくできる。   According to the vibration damping device according to the present invention, the frequency of the vibration to be damped varies depending on the installation situation and shape of the marker column or the like to be attached, but is oscillated by the interval adjusting means provided on the interval holding member. By adjusting the distance between the element and the mounting fixing part, the oscillator can be adjusted to the most effective way to attenuate the frequency to be attenuated, and it can be installed in a wide range of vibration frequencies. It is possible to reduce the necessity of designing the device according to the situation and the shape of the sign post.

また本発明に係わる標識柱並びに照明柱によれば、風や交通振動等に由来する振動が制振装置によって制振され、疲労破壊を未然に防止することができるが、請求項1〜5のいずれかに記載の制振装置を用いることで幅広い振動周波数に対応可能となることで、あらゆる標識柱並びに照明柱に適用することができ、また既設のものに対しても容易に適用が可能なものとなり得る。   Further, according to the sign column and the illumination column according to the present invention, vibrations derived from wind, traffic vibrations, and the like are suppressed by the vibration control device, and fatigue failure can be prevented in advance. By using one of the vibration damping devices described above, it can be applied to a wide range of vibration frequencies, so that it can be applied to any sign column and lighting column, and can be easily applied to existing ones. Can be a thing.

本発明に係わる最良の実施の形態について、図面に基づき以下に具体的に説明する。   BEST MODE FOR CARRYING OUT THE INVENTION The best embodiment according to the present invention will be specifically described below with reference to the drawings.

図1は、本発明に係わる制振装置の、実施の一形態を示す一部破面図である。制振装置10は、内壁面5と内壁面5に囲まれた空間6とを備えた円筒状の筒状本体Tの上端間に、棒状体である取付固定部1が差し渡されて設けられ、筒状本体Tの平面視中央において間隔保持材2が取付固定部1の下方に揺動自在に取り付けられて形成されている。筒状本体Tは制振の対象とする構造物に取り付けられるもので、筒状本体Tに取付固定部1が固着されて設けられていることから、取付固定部1は前記構造物に伴って振動するようになされている。   FIG. 1 is a partially broken view showing an embodiment of a vibration damping device according to the present invention. The vibration damping device 10 is provided with an attachment fixing portion 1 that is a rod-shaped body provided between upper ends of a cylindrical tubular main body T having an inner wall surface 5 and a space 6 surrounded by the inner wall surface 5. In the center of the cylindrical main body T in plan view, the spacing member 2 is swingably attached to the lower portion of the mounting fixing portion 1. The cylindrical main body T is attached to a structure to be subjected to vibration suppression. Since the mounting fixing portion 1 is fixedly provided on the cylindrical main body T, the mounting fixing portion 1 is attached to the structure. It is designed to vibrate.

間隔保持材2は、アイナットである取付部22に下方からねじ部21を備えた長ボルトが螺着されており、取付部22の挿通部221の内径が取付固定部1の外径より揺動分の余裕を持って大きくなされることで間隔保持材2が取付固定部1に対して揺動自在となされている。間隔保持材2のねじ部21の途中には、円盤状で金属製の重錘31と、同じく円盤状でゴム製の弾性体32とからなる揺動子3が取り付けられている。   In the spacing member 2, a long bolt having a threaded portion 21 is screwed to the mounting portion 22 that is an eyenut from below, and the inner diameter of the insertion portion 221 of the mounting portion 22 swings from the outer diameter of the mounting fixing portion 1. The gap maintaining member 2 is swingable with respect to the mounting fixing portion 1 by being made large with a margin of minutes. In the middle of the screw portion 21 of the spacing member 2, an oscillator 3 including a disk-shaped metal weight 31 and a disk-shaped rubber elastic body 32 is attached.

揺動子3は、ねじ部21に螺着された位置決めナット41、挿通されたスプリングワッシャー42及びワッシャー43からなる間隔調整手段4により取付固定部1との間隔が規定されて取り付けられている。間隔調整手段4は、図示はしていないが揺動子3の下方にも設けられており、間隔調整手段4により揺動子3は上下から挟着されてねじ部21に取り付けられている。   The oscillator 3 is attached with a distance from the attachment fixing portion 1 defined by an interval adjusting means 4 including a positioning nut 41 screwed to the screw portion 21, an inserted spring washer 42 and a washer 43. Although not shown, the interval adjusting means 4 is also provided below the oscillator 3, and the oscillator 3 is sandwiched from above and below by the interval adjusting means 4 and attached to the screw portion 21.

間隔保持材2が取付固定部1に対して揺動自在となされていることで、制振装置10に振動がかかると、空間6内で揺動子3が揺動すること、更には揺動子3が内壁面5に衝突することで振動エネルギーが減衰されて制振が行われる。振動エネルギーを減衰させる効果は、揺動子3の質量が大きくなるほど高くなることから、弾性体32の他に上下から重錘31を取り付けて揺動子3全体の重量を大きくしている。ここで、弾性体32の外周面は重錘31の外周面より外側となされていることで、内壁面5への衝突は弾性体32のみによりなされて金属音等の騒音の発生が防止されるようになされている。   Since the spacing member 2 is swingable with respect to the mounting and fixing portion 1, when the vibration damping device 10 is vibrated, the rocker 3 is swung in the space 6, and further, is swung. When the child 3 collides with the inner wall surface 5, the vibration energy is attenuated and vibration suppression is performed. Since the effect of attenuating vibration energy increases as the mass of the oscillator 3 increases, a weight 31 is attached from above and below in addition to the elastic body 32 to increase the weight of the entire oscillator 3. Here, since the outer peripheral surface of the elastic body 32 is outside the outer peripheral surface of the weight 31, the collision with the inner wall surface 5 is made only by the elastic body 32, and generation of noise such as metal sound is prevented. It is made like that.

図2は、間隔保持材2に対する揺動子3の取り付けを示す説明図である。揺動子3を形成する重錘31及び弾性体32には、平面中央に貫通孔311、321が設けられ、この貫通孔311、321にねじ部21が遊嵌されるようになされている。間隔調整手段4を形成する位置決めナット41はねじ部21に螺着されるものであり、まず位置決めナット41を適宜の位置にねじ込んでおき、スプリングワッシャー42、ワッシャー43をねじ部21に挿通させた上に、貫通孔311、321にねじ部21を挿通させて重錘31及び弾性体32にねじ部21を挿通させる。更に上方から下方と同じ間隔調整手段4をねじ部21に取り付ける。重錘31及び弾性体32は下方に重力がかかっていることから、下方にのみナット41等を設ければ揺動子3の位置は固定できるが、上方にも間隔調整手段4を設けておくことで、重錘31及び弾性体32を上下から挟持して挙動を安定させ、制振効果を安定して発揮させることができ、また揺動子3同士や揺動子3と間隔調整手段4との間での異音の発生を防止できる等の効果を奏させることができ好ましい。   FIG. 2 is an explanatory view showing attachment of the oscillator 3 to the spacing member 2. The weight 31 and the elastic body 32 forming the oscillator 3 are provided with through holes 311 and 321 in the center of the plane, and the screw portion 21 is loosely fitted into the through holes 311 and 321. The positioning nut 41 forming the interval adjusting means 4 is screwed into the screw portion 21. First, the positioning nut 41 is screwed into an appropriate position, and the spring washer 42 and the washer 43 are inserted into the screw portion 21. The screw portion 21 is inserted through the through holes 311 and 321 and the screw portion 21 is inserted through the weight 31 and the elastic body 32. Further, the same interval adjusting means 4 from the upper side to the lower side is attached to the screw portion 21. Since the weight 31 and the elastic body 32 are gravity below, if the nut 41 or the like is provided only below, the position of the oscillator 3 can be fixed, but the distance adjusting means 4 is also provided above. Thus, the weight 31 and the elastic body 32 can be sandwiched from above and below to stabilize the behavior, and the vibration control effect can be stably exhibited. It is preferable that effects such as the prevention of the generation of abnormal noise can be achieved.

空間6内で揺動子3が揺動することで振動エネルギーが減衰される場合、減衰の対象となる振動周波数に対し、揺動子3の固有周波数を一致させることで最も高い減衰効果を得ることができる。この揺動子3の固有周波数は、図3(a)における取付固定部1による間隔保持材2の支持点Sと、揺動子3の重心Cとの距離Lに依存する。支持点Sと重心Cとが一定の距離を保持した状態で揺動する場合、揺動子3の固有周波数は(b)に示す如く変化し固有振動周波数曲線を形成する。この揺動子3の固有振動周波数を、制振の対象となる標識柱等が最も多く振動する周波数に一致させることで制振の効果は極大となり得る。すなわち、制振の対象となる標識柱等が設置状況及び形状により最も振動する周波数が2.0Hzとなっている場合には、距離Lを約60mmとすることで制振の効果は極大となり、また1.0Hzの周波数で最も振動する場合には、距離Lを約250mmとすることで制振の効果が極大となる。   When the vibration energy is attenuated by the oscillation of the oscillator 3 in the space 6, the highest attenuation effect is obtained by matching the natural frequency of the oscillator 3 with the oscillation frequency to be attenuated. be able to. The natural frequency of the oscillator 3 depends on the distance L between the support point S of the spacing member 2 by the mounting fixing portion 1 and the center of gravity C of the oscillator 3 in FIG. When the support point S and the center of gravity C oscillate while maintaining a constant distance, the natural frequency of the oscillator 3 changes as shown in FIG. The vibration control effect can be maximized by matching the natural vibration frequency of the rocker 3 with the frequency at which the marker column or the like to be subjected to vibration control most vibrates. In other words, when the frequency of vibration of the target pillars and the like that are subject to vibration suppression is 2.0 Hz, depending on the installation situation and shape, the effect of vibration suppression is maximized by setting the distance L to about 60 mm. In the case of most vibration at a frequency of 1.0 Hz, the vibration damping effect is maximized by setting the distance L to about 250 mm.

図4は、本発明に係わる制振装置の、他の実施形態を示すもので、正面側の側壁を図示していない側面図である。取付固定部1と揺動子3との間の間隔保持材2にチェーンが用いられており、チェーンを形成する鎖材R間で屈曲自在となることで、間隔保持材2において屈曲点が多く設けられて柳葉のように揺動可能となって揺動子3の揺動が円滑なものとなる。また取付固定部1と揺動子3との間の鎖材Rの数を変更するのを間隔調整手段4とすることで、間隔調整手段4を簡便な構造にて設けることができる。間隔調整手段4とするには、鎖材Rを予め所望の長さとなるだけの数連結しておいてもよく、また本実施形態の如く取付固定部1が鎖材Rに挿通可能なものであれば、長めのチェーンを用意しておき、間隔保持材2として所望な長さとなるような鎖材Rを選択して取付固定部1を挿通するようにしてもよい。   FIG. 4 shows another embodiment of the vibration damping device according to the present invention, and is a side view not showing the side wall on the front side. A chain is used for the spacing member 2 between the mounting fixing portion 1 and the oscillator 3, and the spacing member 2 has many bending points because it can be bent between the chain members R forming the chain. It is provided and can swing like a willow leaf, and the swing of the swinger 3 becomes smooth. Further, the interval adjusting means 4 can be provided with a simple structure by changing the number of the chain members R between the attachment fixing portion 1 and the oscillator 3 as the interval adjusting means 4. In order to obtain the distance adjusting means 4, the chain members R may be connected in advance so as to have a desired length, and the attachment fixing portion 1 can be inserted into the chain member R as in this embodiment. If there is, a longer chain may be prepared, and a chain member R having a desired length may be selected as the spacing member 2 and the attachment fixing portion 1 may be inserted.

図5は、本発明に係わる制振装置の、更に他の実施形態を示す側面図である。図4と同様に正面の側壁は図示していない。筒状本体Tにより側壁部5に囲まれた空間6が形成されているが、筒状本体Tの上端には、空間6を閉塞する金属製の天蓋体Gが取り付けられ、天蓋体Gの下面に金属製の穴開きプレートである取付固定部1が溶接により一体となされて設けられている。この取付固定部1にジャックルJ及び鎖材Rが取り付けられて間隔調整手段が備えられた間隔保持材2が形成され、間隔保持材2の下端に揺動子3が取り付けられている。   FIG. 5 is a side view showing still another embodiment of the vibration damping device according to the present invention. As in FIG. 4, the front side wall is not shown. A space 6 surrounded by the side wall portion 5 is formed by the cylindrical main body T. A metal canopy G that closes the space 6 is attached to the upper end of the cylindrical main body T, and the lower surface of the canopy G The mounting fixing portion 1 which is a metal hole plate is integrally provided by welding. The attachment holding portion 1 is provided with a jackle J and a chain member R to form an interval holding member 2 provided with an interval adjusting means, and an oscillator 3 is attached to the lower end of the interval holding member 2.

天蓋体Gは、天板G1と天板G1の下面に溶接され下方に突設された金属製の板状の嵌挿部G2とを備え、嵌挿部G2は筒状本体Tの側壁部5に接近されて設けられると共に、筒状本体Tの上端付近とボルトB1及びナットN1により締結されて固定されている。嵌挿部G2が側壁部5に接近して設けられていることで、横方向の振動に対する強度が高められ、長期に亘る使用においても天蓋体Gが左右にずれる恐れを少なくしている。嵌挿部G2は、筒状本体T内面の全周に亘って設けてもよいが、二〜六体程度を等間隔に筒状本体Tの内面に接近させて設けておき、ボルト・ナット、リベット、ビス等により筒状本体Tと固定しておけば、取付固定部1を筒状本体Tに伴って振動させるのに十分な強度を得ることができる。   The canopy body G includes a top plate G1 and a metal plate-like fitting insertion portion G2 which is welded to the lower surface of the top plate G1 and protrudes downward, and the fitting insertion portion G2 is the side wall portion 5 of the cylindrical main body T. And is fastened and fixed by a bolt B1 and a nut N1 in the vicinity of the upper end of the tubular body T. Since the fitting part G2 is provided close to the side wall part 5, the strength against the lateral vibration is increased, and the possibility that the canopy body G is shifted to the right and left is reduced even during long-term use. The fitting portion G2 may be provided over the entire circumference of the inner surface of the cylindrical main body T, but two to six bodies are provided close to the inner surface of the cylindrical main body T at equal intervals, and a bolt / nut, If it is fixed to the cylindrical main body T with rivets, screws, etc., sufficient strength can be obtained to vibrate the attachment fixing portion 1 along with the cylindrical main body T.

図6は、本発明に係わる制振装置の、標識柱への適用の例を示すもので、(a)は適用する制振装置を示す斜視図、(b)はA−A断面図、(c)は標識柱への取り付け状態を示す説明図である。(a)において、制振装置10には左右方向に貫通する長ボルトである取付固定部1が設けられ、制振装置10の下端に鍔部101が設けられ、鍔部101の下方にはサヤ管102が一体に設けられている。サヤ管102の周囲には、サヤ管102内にねじ込み可能な押しボルトB2が取り付けられている。次に(b)において、筒状本体T内には揺動子3がチェーン51及びボルト52からなる揺動手段5により揺動自在に入れられており、鍔部101は本体1内部まで連続して本体1の底面を形成している。鍔部101の下方に突設されたサヤ管102は、下方が開放され、側方から押しボルトB3が螺着された状態となされている。   6A and 6B show an example of application of the vibration damping device according to the present invention to a sign post. FIG. 6A is a perspective view showing the vibration damping device to be applied, FIG. c) It is explanatory drawing which shows the attachment state to a marker pillar. In (a), the vibration damping device 10 is provided with a mounting and fixing portion 1 which is a long bolt penetrating in the left-right direction, a flange portion 101 is provided at the lower end of the vibration damping device 10, and a saddle below the flange portion 101. A tube 102 is provided integrally. A push bolt B <b> 2 that can be screwed into the Saya tube 102 is attached around the Saya tube 102. Next, in (b), the oscillating element 3 is placed in the cylindrical main body T so as to be freely oscillated by the oscillating means 5 comprising the chain 51 and the bolt 52, and the flange 101 continues to the inside of the main body 1. The bottom surface of the main body 1 is formed. The sheath tube 102 projecting downward from the flange portion 101 is opened at the bottom and is in a state in which the push bolt B3 is screwed from the side.

更に(c)において、制振装置10の取り付けの対象となる標識柱Hは、地表から立設された縦方向支柱H1に横梁H2が取り付けられ、横梁H2に標識板(図示せず)等が取り付けられて道路標識等が形成されるものである。かかる標識柱Hにおいては、横梁H2が設けられていることでその重量により振動に対して縦方向支柱H1が左右方向に振れやすくなっており、左右方向に振れることで縦方向支柱H1の基部付近に高い応力が継続して発生することで、金属疲労が起こって破損の恐れが生じやすくなるものである。   Further, in (c), the sign pillar H to which the vibration damping device 10 is attached is attached with the horizontal beam H2 on the vertical pillar H1 erected from the ground surface, and a sign plate (not shown) or the like on the horizontal beam H2. It is attached to form road signs and the like. In such a sign post H, since the horizontal beam H2 is provided, the vertical column H1 easily swings in the left-right direction with respect to vibration due to the weight thereof, and in the vicinity of the base of the vertical column H1 by swinging in the left-right direction. When high stress is continuously generated, metal fatigue occurs and the possibility of breakage is likely to occur.

縦方向支柱H1が左右方向へ振れるのを防止するには、最も振れ幅の大きい縦方向支柱H1の上端部分に制振装置10を設けるのが効果的であり、本実施形態においてはサヤ管102の内径を縦方向支柱H1の上端部H11の外径より大きくしておき、サヤ管102を上端部H11に嵌着し、その状態で押しボルトB3をねじ込んで上端部H11に押しボルトB3を押し付けることで、縦方向支柱H1の上端に制振装置10を取り付けている。   In order to prevent the vertical strut H1 from swinging in the left-right direction, it is effective to provide the vibration damping device 10 at the upper end portion of the vertical strut H1 having the largest swing width. In this embodiment, the shear tube 102 is provided. The inner diameter of the vertical strut H1 is made larger than the outer diameter of the upper end H11, and the sheath tube 102 is fitted to the upper end H11. In this state, the push bolt B3 is screwed and the push bolt B3 is pressed against the upper end H11. Thus, the vibration damping device 10 is attached to the upper end of the vertical column H1.

尚、制振装置10は、サヤ管102を用いて縦方向支柱H1の上端部H11に嵌着して取り付ける方法に限定されるものではなく、鍔部101を上端に設け、円筒状の本体1の外径を上端部H11の内径より小さくして嵌着可能とし、制振装置10を上端部H11内に嵌挿し鍔部101により縦方向支柱H1の上端部分に保持するようにしてもよい。またUバンド等を用いて縦方向支柱H1の上端付近若しくは適宜の箇所に取り付けてもよい。また照明柱に対しても同様に適用して振動を抑制することができる。更には地表から立設され、横方向の振動による悪影響が懸念される電柱、鉄塔、上水タンク、タワー等の長身である構造物、高層ビル、マンション等の構想建築物、または一戸建て住宅においても日常的な振動の低減や、震度の大きい地震に対応した制振装置としても用いることができる。   The vibration damping device 10 is not limited to a method of fitting and attaching to the upper end portion H11 of the vertical column H1 using the sheath tube 102, and the flange portion 101 is provided at the upper end, and the cylindrical main body 1 is attached. The outer diameter of the upper end portion H11 may be smaller than the inner diameter of the upper end portion H11, and the vibration damping device 10 may be fitted into the upper end portion H11 and held by the flange portion 101 at the upper end portion of the vertical column H1. Moreover, you may attach to the upper end vicinity of the vertical direction support | pillar H1 using a U band etc., or an appropriate location. Moreover, it can apply similarly also to an illumination column and can suppress a vibration. Furthermore, it is also installed in tall buildings such as utility poles, steel towers, water tanks, towers, high-rise buildings, conceptual buildings such as condominiums, or single-family houses that are erected from the ground surface and may be adversely affected by lateral vibration. It can also be used as a vibration control device for daily vibration reduction and for earthquakes with high seismic intensity.

図7は、本発明に係わる制振装置の、更に他の実施形態を示すもので、(a)〜(c)が形成の状態を示す斜視図、(d)は形成された制振装置を示す縦断面図である。図6と同様に制振装置は標識柱Hの、縦方向支柱H1の上端部H11であるが、本実施形態においては、まず(a)に示す如く、上端部H11に設けられている支柱キャップPを取り外す。上端部H11は円筒状の鋼管を用いて形成されており、キャップPが取り外されることで内部の空間6が上方に向かって開放される。その上端部H11内に、(b)に示す如くチェーンである間隔保持材2を取り付けた揺動子3を上方から側壁部5に囲まれた空間6に入れる。次に(c)に示す如く、上端部H11の両側面にボルト孔H12を開けてボルトである取付固定部1を直径方向に挿通する。ここで取付固定部1は上端部H11内で間隔保持材2を構成する鎖材Rにも挿通されることで、取付固定部1と間隔保持材2とにより揺動子3が上端部H11内に揺動自在となされて設けられる。取付固定部1を挿通させる鎖材Rの位置によって取付固定部1と揺動子3との距離を調整することで、鎖材Rが間隔調整手段4となって振動の抑制効果を極大化することができる。取付固定部1を挿通した後にナットを取り付け、最後に上端部H11の上端部分に元のように支柱キャップPを取り付ける。   FIG. 7 shows still another embodiment of the vibration damping device according to the present invention, in which (a) to (c) are perspective views showing the formed state, and (d) shows the formed vibration damping device. It is a longitudinal cross-sectional view shown. As in FIG. 6, the vibration damping device is the upper end H11 of the vertical column H1 of the sign post H. In this embodiment, first, as shown in (a), the column cap provided on the upper end H11. Remove P. The upper end H11 is formed using a cylindrical steel pipe, and the internal space 6 is opened upward by removing the cap P. In the upper end portion H11, as shown in (b), the oscillator 3 to which the spacing member 2 as a chain is attached is placed in a space 6 surrounded by the side wall portion 5 from above. Next, as shown in (c), bolt holes H12 are opened on both side surfaces of the upper end H11, and the mounting fixing portion 1 as a bolt is inserted in the diameter direction. Here, the attachment fixing portion 1 is also inserted into the chain member R constituting the interval holding member 2 in the upper end portion H11, so that the oscillator 3 is moved into the upper end portion H11 by the attachment fixing portion 1 and the interval holding member 2. Is provided to be swingable. By adjusting the distance between the mounting and fixing portion 1 and the oscillator 3 according to the position of the chain member R through which the mounting and fixing portion 1 is inserted, the chain member R becomes the interval adjusting means 4 and the vibration suppressing effect is maximized. be able to. A nut is attached after inserting the attachment fixing part 1, and finally the support | pillar cap P is attached to the upper end part of the upper end part H11 as it was.

かかる方法により、(d)に示す如く制振装置10が形成される。制振装置10は、空間6内で揺動子3が揺動自在となされているが、側壁部5は縦方向支柱H1(又は上端部H11)の内面が兼ねるようになされており、本体1を別途設ける必要がなく、また既存の縦方向支柱H1に対して簡便且つ迅速に制振装置10を設けることができる。縦方向支柱H1が振動すると、揺動子3が揺動するのと、縦方向支柱H1の内面に衝突するのとにより振動エネルギーが減衰される。揺動子3が衝突するのと、ボルト孔H12を設けるのは標識柱の強度にはそれ程影響しない上端付近であるから、制振装置10を設けても強度面での問題を生じることがない。   By such a method, the vibration damping device 10 is formed as shown in FIG. The vibration control device 10 is configured such that the oscillator 3 can freely swing in the space 6, but the side wall portion 5 also serves as the inner surface of the vertical column H <b> 1 (or the upper end portion H <b> 11). The vibration damping device 10 can be provided simply and quickly with respect to the existing vertical column H1. When the vertical column H1 vibrates, the vibration energy is attenuated by the swing of the oscillator 3 and the collision with the inner surface of the vertical column H1. Since the rocker 3 collides and the bolt hole H12 is provided near the upper end that does not affect the strength of the marker column so much, even if the vibration control device 10 is provided, there is no problem in strength. .

図8は、本発明に係わる制振装置の、更に他の実施形態を示すもので、(a)及び(b)が形成の状態を示す斜視図、(c)は形成された制振装置を示す縦断面図である。まず(a)において、支柱キャップPを取り外し、縦方向支柱H1の上端部H11内の空間6を上方に向けて開放する。次に(b)において、図5に示した如き天蓋体Gを間隔保持材2及び揺動子3が取り付けられた状態で上端部H11の上端に被せるように取り付ける。天蓋体Gを取り付けることで間隔保持材2及び揺動子3は上端部H11内部の空間6に入れられる。その状態で、同じく図5に示したように天蓋体Gの嵌挿部G2と上端部H11とをボルト・ナット、ビス、リベット等の適宜の方法で固定する。   FIG. 8 shows still another embodiment of the vibration damping device according to the present invention. (A) and (b) are perspective views showing the formed state, and (c) shows the formed vibration damping device. It is a longitudinal cross-sectional view shown. First, in (a), the support cap P is removed, and the space 6 in the upper end H11 of the vertical support H1 is opened upward. Next, in FIG. 5B, the canopy G as shown in FIG. 5 is attached so as to cover the upper end of the upper end H11 with the spacing member 2 and the oscillator 3 attached. By attaching the canopy G, the spacing member 2 and the oscillator 3 are placed in the space 6 inside the upper end H11. In this state, similarly as shown in FIG. 5, the fitting insertion part G2 and the upper end part H11 of the canopy body G are fixed by an appropriate method such as a bolt, nut, screw or rivet.

(c)において、制振装置10は、空間6内で揺動子3が揺動自在となされているが、図7に示した制振装置と同様に側壁部5は縦方向支柱H1(又は上端部H11)の内面が兼ねるようになされており、側壁部5が設けられた筒状本体Tを別途設ける必要がなく、また既存の縦方向支柱H1に対しても簡便且つ迅速に制振装置10を設けることができる。また天蓋体Gに取付固定部1が備えられていることで、標識柱Hを加工する必要がなく、制振装置10は迅速且つ簡便に設けることができるものとなり得る。   In (c), the vibration control device 10 is configured such that the oscillator 3 is freely swingable in the space 6, but the side wall 5 is the vertical column H <b> 1 (or the vibration control device shown in FIG. 7). The inner surface of the upper end portion H11) is also used, and it is not necessary to separately provide the cylindrical main body T provided with the side wall portion 5, and the vibration damping device can be simply and quickly applied to the existing vertical column H1. 10 can be provided. Since the canopy body G is provided with the mounting and fixing portion 1, there is no need to process the marker pillar H, and the vibration damping device 10 can be provided quickly and easily.

本発明に係わる制振装置の、実施の一形態を示す説明図である。It is explanatory drawing which shows one Embodiment of the damping device concerning this invention. 揺動子の、間隔保持材への取り付けの一例を示す説明図である。It is explanatory drawing which shows an example of attachment to the space | interval holding | maintenance material of a rocker. 本発明に係わる制振装置の、揺動子の固有振動周波数を説明する図及びグラフである。It is the figure and graph explaining the natural vibration frequency of a rocker of the vibration damping device concerning the present invention. 本発明に係わる制振装置の、他の実施形態を示す説明図である。It is explanatory drawing which shows other embodiment of the damping device concerning this invention. 本発明に係わる制振装置の、更に他の実施形態を示す説明図である。It is explanatory drawing which shows other embodiment of the damping device concerning this invention. 本発明に係わる制振装置の、更に他の実施形態を示す説明図である。It is explanatory drawing which shows other embodiment of the damping device concerning this invention. 本発明に係わる制振装置の、更に他の実施形態を示す説明図である。It is explanatory drawing which shows other embodiment of the damping device concerning this invention. 本発明に係わる制振装置の、更に他の実施形態を示す説明図である。It is explanatory drawing which shows other embodiment of the damping device concerning this invention.

符号の説明Explanation of symbols

1 取付固定部
2 間隔保持材
21 ねじ部
22 位置決めナット
3 揺動子
31 重錘
311 貫通孔
32 弾性体
321 貫通孔
4 間隔調整手段
5 側壁部
6 空間
10 制振装置
R 鎖材
G 天蓋体
H 標識柱
DESCRIPTION OF SYMBOLS 1 Mounting fixing part 2 Space | interval holding | maintenance material 21 Screw part 22 Positioning nut 3 Oscillator 31 Weight 311 Through-hole 32 Elastic body 321 Through-hole 4 Space | interval adjustment means 5 Side wall part 6 Space 10 Damping device R Chain material G Canopy body H Signpost

Claims (7)

制振の対象とする構造物に伴って振動する取付固定部と、該取付固定部に対して揺動自在に吊り下げられた間隔保持材と、該間隔保持材に取り付けられて取付固定部の下方に設けられた揺動子と、該揺動子の側方を囲んで設けられた側壁部とを備え、外部からの振動による揺動子の揺動及び揺動子の側壁部への衝突により振動を減衰させる制振装置であって、前記間隔保持材に、揺動子と取付固定部との間隔を調整する間隔調整手段が設けられていることを特徴とする制振装置。 A mounting and fixing portion that vibrates with a structure to be subjected to vibration suppression, a spacing member that is swingably suspended from the mounting and fixing portion, and a mounting and fixing portion that is attached to the spacing and holding member. A rocker provided below and a side wall provided so as to surround the side of the rocker. The vibration damping device according to claim 1, wherein the gap holding member is provided with a gap adjusting means for adjusting a gap between the swinging element and the mounting fixing portion. 前記間隔調整手段は、間隔保持材に備えられたねじ部及び該ねじ部に螺着された位置決めナットにより形成されたものであることを特徴とする請求項1に記載の制振装置。 2. The vibration damping device according to claim 1, wherein the interval adjusting unit is formed by a screw portion provided in the interval holding member and a positioning nut screwed to the screw portion. 前記揺動子は、重錘と弾性体とからなり、重錘及び弾性体には貫通孔が設けられ、該貫通孔に前記ねじ部が挿通されて間隔保持材に取り付けられていることを特徴とする請求項2に記載の制振装置。 The oscillator includes a weight and an elastic body. The weight and the elastic body are provided with a through hole, and the screw portion is inserted into the through hole and attached to the interval holding member. The vibration damping device according to claim 2. 前記間隔保持材は、複数の鎖材をつなぎ合わせたチェーンを用いて形成されていることを特徴とする請求項1に記載の制振装置。 2. The vibration damping device according to claim 1, wherein the spacing member is formed using a chain in which a plurality of chain members are connected. 前記取付固定部は、側壁部により囲まれた空間部の上端に取り付けられる天蓋体と一体に設けられていることを特徴とする請求項1〜4のいずれかに記載の制振装置。 5. The vibration damping device according to claim 1, wherein the attachment fixing portion is provided integrally with a canopy body attached to an upper end of a space portion surrounded by the side wall portion. 請求項1〜5のいずれかに記載の制振装置が設けられていることを特徴とする標識柱並びに照明柱。 A sign post and an illumination post provided with the vibration damping device according to claim 1. 前記制振装置は、前記標識柱又は照明柱の一部が側壁部を兼ねるものとなされていることを特徴とする請求項6に記載の標識柱並びに照明柱。
7. The sign post and the illumination post according to claim 6, wherein a part of the sign post or the illumination post also serves as a side wall.
JP2005364476A 2005-12-19 2005-12-19 Vibration damping device, sign pole, and illumination pole Pending JP2007170415A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2005364476A JP2007170415A (en) 2005-12-19 2005-12-19 Vibration damping device, sign pole, and illumination pole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2005364476A JP2007170415A (en) 2005-12-19 2005-12-19 Vibration damping device, sign pole, and illumination pole

Publications (1)

Publication Number Publication Date
JP2007170415A true JP2007170415A (en) 2007-07-05

Family

ID=38297244

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2005364476A Pending JP2007170415A (en) 2005-12-19 2005-12-19 Vibration damping device, sign pole, and illumination pole

Country Status (1)

Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107653795A (en) * 2017-09-21 2018-02-02 马根昌 Mechanical road sensing hard shoulder

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107653795A (en) * 2017-09-21 2018-02-02 马根昌 Mechanical road sensing hard shoulder
CN107653795B (en) * 2017-09-21 2019-11-12 江苏固泰建筑材料科技有限公司 Mechanical road incudes hard shoulder

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