JP2008082453A - Damping device, and road bridge and pedestrian bridge with superior damping performance - Google Patents

Damping device, and road bridge and pedestrian bridge with superior damping performance Download PDF

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JP2008082453A
JP2008082453A JP2006263866A JP2006263866A JP2008082453A JP 2008082453 A JP2008082453 A JP 2008082453A JP 2006263866 A JP2006263866 A JP 2006263866A JP 2006263866 A JP2006263866 A JP 2006263866A JP 2008082453 A JP2008082453 A JP 2008082453A
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vibration
damping device
weight
suspension member
vibration damping
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Takeshi Okabe
健 岡部
Hisao Iida
久雄 飯田
Kazuma Tateishi
一真 立石
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Nippon Steel Metal Products Co Ltd
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Nippon Steel and Sumikin Metal Products Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a damping device, a pedestrian bridge, and a road bridge capable of damping vibration due to vertical shaking generated in a structure caused by passage of vehicles, walking, an earthquake, or the like. <P>SOLUTION: The damping device is comprised of a spring 13 having a weight 14 on a lower end and an upper part attached to an upper member 5 of a body to be damped, and a suspension member 13 suspended from the weight 14. It is characterized by that a lower part of the suspension member 13 contacts an upper face of a component 6 of the body to be damped. An object comprised by connecting a plurality of metal bodies, a metal chain, or a metal wire can be used as the suspension member. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、車両の通過や地震等に起因し、道路橋や歩道橋等の構造物に発生する振動を減衰させるための制振装置と、その制振装置を設けた制振性に優れた道路橋及び歩道橋に関する。   The present invention relates to a vibration damping device for attenuating vibration generated in a structure such as a road bridge or a footbridge due to passing of a vehicle, an earthquake, or the like, and a road excellent in vibration damping performance provided with the vibration damping device. Regarding bridges and footbridges.

道路橋や歩道橋等の構造物は、風、地震や車両走行、歩行に伴う路面振動などに起因する共振現象によって、揺れが生じることがある。このような揺れが生じると、揺れによって構造物に金属疲労等の損傷が起きやすく、また、その損傷が促進される。また、発生する振動により、構造物に取り付けられた照明柱、標識柱、信号柱等の垂直立設部材の寿命が短くなる問題があり、さらに、照明柱の場合には、照明光が揺れて人に違和感を与える問題もある。 Structures such as road bridges and pedestrian bridges may be swayed due to resonance phenomena caused by wind, earthquake, vehicle running, road vibration caused by walking, and the like. When such shaking occurs, damage such as metal fatigue is likely to occur in the structure due to the shaking, and the damage is promoted. In addition, there is a problem that the life of vertical erection members such as lighting columns, sign columns, and signal columns attached to the structure is shortened due to vibrations generated. There is also a problem that makes people feel uncomfortable.

このような共振現象に起因する構造物の揺れを防止するための制振装置は、従来から種々開発されてきた。   Various damping devices for preventing the shaking of the structure due to such a resonance phenomenon have been conventionally developed.

例えば、特許文献1には、照明柱等の垂直立設部材に取り付けることができる制振装置が開示されている。   For example, Patent Literature 1 discloses a vibration damping device that can be attached to a vertical standing member such as an illumination column.

すなわち、垂直中空体の内部に、自由振動部位を持たせて金属製チェーンまたは金属製のワイヤーを吊り下げ、かつこのチェーンまたはワイヤーと垂直中空体の内壁との間隔を等価に維持してなる制振装置であり、この制振装置を垂直立設部材の外部又は内部に取り付けることによって、垂直立設部材に加えられた横方向の揺れによる振動を減衰させるものである。   In other words, a metal chain or metal wire is hung with a free vibration site inside the vertical hollow body, and the distance between the chain or wire and the inner wall of the vertical hollow body is maintained equivalent. It is a vibration device, and this vibration damping device is attached to the outside or the inside of the vertical erection member, thereby attenuating the vibration caused by the lateral vibration applied to the vertical erection member.

図7に、特許文献1に記載の制振装置の一例を示す。(a)は制振装置の軸心を通る一つの縦断面図であり、(b)は(a)に対して90°回転した方向の縦断面図である。   FIG. 7 shows an example of the vibration damping device described in Patent Document 1. (a) is one longitudinal sectional view passing through the axis of the vibration damping device, and (b) is a longitudinal sectional view in a direction rotated by 90 ° with respect to (a).

制振装置は、円形鋼管からなる垂直中空体32と、その内部に吊り下げられた鋼製チェーン29の吊り下げ部材からなる。この鋼製チェーン29の上端は、垂直中空体32の上部に設置された端板30に固定して取り付けられた固定フック31によって支持されている。したがって、鋼製チェーン29は上端を除いて自由振動部位を形成している。   The vibration damping device includes a vertical hollow body 32 made of a circular steel pipe and a suspension member of a steel chain 29 suspended therein. The upper end of the steel chain 29 is supported by a fixing hook 31 fixedly attached to an end plate 30 installed on the upper part of the vertical hollow body 32. Therefore, the steel chain 29 forms a free vibration part except for the upper end.

ここで、鋼製チェーン29は円形鋼管の中心部において垂直に吊り下げられているため、振動のない状態では、鋼製チェーン29の外面と垂直中空体32の内壁との間隔dは、円形鋼管の内部において等価に維持されている。   Here, since the steel chain 29 is suspended vertically at the center of the circular steel pipe, in the absence of vibration, the distance d between the outer surface of the steel chain 29 and the inner wall of the vertical hollow body 32 is a circular steel pipe. Is kept equivalent inside.

この制振装置に、風、地震や車両走行、歩行に伴う路面振動などに起因する共振現象によって生じた揺れが伝わり、励振が起こる。そのとき、垂直中空体32と鋼製チェーン29はともに振動するが、鋼製チェーン29の自由振動部位は垂直中空体32とは異なった態様で振動するため、鋼製チェーン29の自由振動部位が垂直中空体32の内壁面に衝突する。その結果、垂直中空体32の振動エネルギーが散逸するので、垂直中空体32の振動が急速に減衰し、振動が制止される。   The vibration caused by a resonance phenomenon caused by wind, earthquake, vehicle running, road vibration caused by walking, etc. is transmitted to the vibration damping device, and excitation occurs. At that time, both the vertical hollow body 32 and the steel chain 29 vibrate, but the free vibration part of the steel chain 29 vibrates in a different manner from the vertical hollow body 32, so that the free vibration part of the steel chain 29 is It collides with the inner wall surface of the vertical hollow body 32. As a result, the vibration energy of the vertical hollow body 32 is dissipated, so that the vibration of the vertical hollow body 32 is rapidly attenuated and the vibration is stopped.

このように、垂直中空体32の内部に鋼製チェーン29を吊り下げることで、垂直中空体に加わった振動を減衰し、制止することができる制振装置を形成することができる。   In this way, by suspending the steel chain 29 inside the vertical hollow body 32, it is possible to form a vibration damping device that can attenuate and stop vibration applied to the vertical hollow body.

そして、照明柱等の垂直立設部材が中空の垂直部材である場合には、この制振装置をその垂直立設部材の外部又は内部に取り付けることによって、垂直立設部材に加えられた揺れによる振動を、制振装置を構成する垂直中空体に伝播させ、そして、その垂直中空体においてその振動を減衰させて、制止することができるのである。   When the vertical erection member such as a lighting column is a hollow vertical member, the vibration control device is attached to the outside or the inside of the vertical erection member, thereby causing a vibration applied to the vertical erection member. The vibration can be propagated to the vertical hollow body constituting the vibration damping device, and the vibration can be attenuated in the vertical hollow body to be stopped.

また、特許文献2には、照明柱等の垂直立設部材に用いる制振装置の他の例が開示されている。   Patent Document 2 discloses another example of a vibration damping device used for a vertical standing member such as an illumination column.

図8は、特許文献2に開示されている制振装置の一例を示す縦断面図である。この制振装置は、水平な2次元的な全方向に回転自在となるようにケース41内に吊り下げられた支持アーム44と、その下端部に固定された重錘42とを有する2次元振り子からなる。この装置は、照明柱等の垂直立設部材の上端部に設置されるもので、その制振機構は以下の通りである。   FIG. 8 is a longitudinal sectional view showing an example of a vibration damping device disclosed in Patent Document 2. As shown in FIG. This vibration damping device has a two-dimensional pendulum having a support arm 44 suspended in a case 41 so as to be rotatable in all horizontal two-dimensional directions, and a weight 42 fixed to the lower end thereof. Consists of. This device is installed at the upper end of a vertically erected member such as an illuminating column, and its vibration control mechanism is as follows.

すなわち、車両の通過等により照明柱等の垂直立設部材に横方向の揺れによる振動が加わると、重錘2はこの振動を制する方向に移動し、ワイヤー49の一端は、その方向に引っ張られる。ワイヤー49の他端が2つのプーリ46の間のガイド孔を介して、液体緩衝器48とバネ機構49からなる減衰機構50に接続されているので、ワイヤー49が引っ張られると減衰機構50を変位させる。このとき、減衰機構50における液体緩衝器48が減衰力を付勢して重錘2の振り子運動を減衰させので、垂直立設部材の振動も減衰する。   That is, when vibration due to lateral shaking is applied to a vertical standing member such as a lighting column due to the passing of a vehicle or the like, the weight 2 moves in a direction to suppress this vibration, and one end of the wire 49 is pulled in that direction. It is done. Since the other end of the wire 49 is connected to the damping mechanism 50 including the liquid shock absorber 48 and the spring mechanism 49 via the guide hole between the two pulleys 46, the damping mechanism 50 is displaced when the wire 49 is pulled. Let At this time, the liquid shock absorber 48 in the damping mechanism 50 urges the damping force to attenuate the pendulum movement of the weight 2, so that the vibration of the vertical standing member is also attenuated.

特公平04−26004号公報Japanese Patent Publication No. 04-26004 特開平09−264378号公報JP 09-264378 A

しかしながら、上記従来の制振装置はいずれも照明柱等の垂直立設部材の横方向の揺れによる振動に対しては有効に制振効果を発揮するが、道路橋や歩道橋等の構造物にみられる鉛直方向の振動には減衰効果がない。したがって、道路橋や歩道橋等の構造物のように鉛直方向の揺れによる振動には対処できないことが分かった。   However, all of the conventional vibration control devices described above exhibit effective vibration suppression effects against vibration caused by lateral shaking of vertical standing members such as lighting columns. However, they are limited to structures such as road bridges and pedestrian bridges. The vertical vibrations that are generated have no damping effect. Therefore, it was found that it was not possible to deal with vibrations caused by vertical shaking such as structures such as road bridges and footbridges.

本発明の目的は、風、地震、車両走行や歩行に伴う路面振動などに起因する揺れによって、道路橋や歩道橋等の構造物に発生する鉛直方向の振動をも減衰することができる制振装置並びに制振性に優れた道路橋及び歩道橋を提供することにある。   An object of the present invention is to provide a vibration damping device capable of attenuating vertical vibrations generated in structures such as road bridges and pedestrian bridges due to vibrations caused by wind, earthquakes, road vibrations caused by vehicle running and walking, Another object of the present invention is to provide a road bridge and a pedestrian bridge excellent in vibration control.

本発明者らは、構造物に生じた鉛直方向の揺れによる振動を減衰させる装置を開発するため、種々実験と検討を重ねた結果、以下の(a)〜(e)の知見を得た。   The present inventors have obtained the following knowledge (a) to (e) as a result of repeating various experiments and studies in order to develop a device for attenuating vibration caused by vertical vibration generated in a structure.

(a)被制振体からバネを吊るして、その下端に重りを取り付けておくと、被制振体の鉛直方向の揺れにより生じた鉛直方向の振動は、バネを介して重りに増幅されて伝達され、重りの上下運動となる。   (A) When a spring is hung from the controlled body and a weight is attached to the lower end, the vertical vibration generated by the vertical vibration of the controlled body is amplified by the weight through the spring. It is transmitted, and the weight moves up and down.

(b)この重りから吊り下げ部材を吊り下げておくと、被制振体に鉛直方向の揺れが加わるたびに、重りの上下運動と連動して吊り下げ部材もまた上下に運動する。   (B) When the suspension member is suspended from the weight, the suspension member also moves up and down in conjunction with the vertical movement of the weight every time vertical vibration is applied to the controlled body.

(c)そして、吊り下げ部材の下部が被制振体の構成部材の上面に接触する状態で設置すると、吊り下げ部材の下部が被制振体の構成部材の上面から離れて一旦上昇した後、被制振体の構成部材の上面に落下し衝突するので、被制振体の構成部材の揺れに起因する振動エネルギーを散逸させることができる。   (C) When the lower part of the suspension member is installed in contact with the upper surface of the structural member of the controlled body, the lower part of the suspension member is once lifted away from the upper surface of the structural member of the controlled body. Since it falls and collides with the upper surface of the structural member of the controlled body, the vibration energy caused by the shaking of the structural member of the controlled body can be dissipated.

(d)重りから吊り下げる吊り下げ部材は、1個の重りから吊り下げてもよいが、2個の重りの間に懸垂状に吊り下げてもよい。   (D) The suspension member suspended from the weight may be suspended from one weight, but may be suspended in a suspended shape between the two weights.

(e)この制振装置を道路橋や歩道橋の主桁又は横桁に設置すれば、大きな制振効果が得られる。   (E) If this vibration damping device is installed in the main girder or cross girder of a road bridge or pedestrian bridge, a great vibration damping effect can be obtained.

本発明にかかる制振装置並びに制振性に優れた道路橋及び歩道橋は、これらの知見に基づいて完成されたものであり、本発明は次の(1)〜(4)の制振装置並びに(5)の制振性に優れた道路橋及び(6)の制振性に優れた歩道橋を要旨とする。   The vibration damping device and the road bridge and footbridge excellent in vibration damping performance according to the present invention have been completed based on these findings, and the present invention includes the following vibration damping devices (1) to (4) and The main points are (5) the road bridge with excellent vibration control and (6) the footbridge with excellent vibration control.

(1)重りを下端に有し、上部が被制振体に取り付けられているバネと、この重りから吊り下げられた吊り下げ部材とからなる制振装置であって、吊り下げ部材の下部が被制振体の構成部材の上面に接触することを特徴とする制振装置。   (1) A vibration damping device including a spring having a weight at a lower end and an upper part attached to a vibration-damped body and a suspension member suspended from the weight, wherein the lower part of the suspension member is A vibration damping device, wherein the vibration damping device is in contact with a top surface of a constituent member of the vibration-damped body.

(2)重りを下端に有し、上部が被制振体に取り付けられているバネの複数個と、これらの重りの間に懸垂状に吊り下げられた吊り下げ部材とからなる制振装置であって、吊り下げ部材の中央部が被制振体の構成部材の上面に接触することを特徴とする制振装置。   (2) A vibration damping device comprising a plurality of springs having a weight at the lower end and an upper part attached to the vibration-damped body, and a suspension member suspended in a suspended manner between these weights. A vibration damping device, wherein a central portion of the suspension member is in contact with an upper surface of a component member of the vibration control body.

(3)吊り下げ部材が、金属体を複数個つなぎ合わせたもの、金属製のチェーン及び金属製のワイヤーのうちの少なくとも1種からなることを特徴とする、上記(1)又は(2)の制振装置。   (3) The suspension member according to (1) or (2) above, wherein the suspension member is made of at least one of a combination of a plurality of metal bodies, a metal chain, and a metal wire. Damping device.

(4)重りが吊り下げ部材を連結するための連結アームを有していることを特徴とする、上記(1)〜(3)の制振装置。   (4) The vibration damping device according to (1) to (3) above, wherein the weight has a connecting arm for connecting the suspension member.

(5)上記(1)〜(4)の制振装置が、主桁又は横桁に取り付けられていることを特徴とする制振性に優れた道路橋。   (5) A road bridge excellent in vibration damping, characterized in that the vibration damping devices (1) to (4) are attached to a main beam or a horizontal beam.

(6)上記(1)〜(4)の制振装置が、主桁又は横桁に取り付けられていることを特徴とする制振性に優れた歩道橋。   (6) A pedestrian bridge excellent in vibration damping characteristics, wherein the vibration damping device of (1) to (4) is attached to a main girder or a horizontal girder.

本発明にかかる制振装置は、道路橋や歩道橋等の構造物に生じた鉛直方向の揺れによる振動に対しても大きな制振効果を発揮し、構造物の部材の金属疲労を防止することができる。   The vibration damping device according to the present invention exerts a large vibration damping effect against vibration caused by vertical vibration generated in structures such as road bridges and footbridges, and prevents metal fatigue of structural members. it can.

また、簡単な構造であるため製造コストも嵩まず、かつ施工が容易であり、道路橋や歩道橋等に取り付けることにより快適な通行と安全性が確保できる。   In addition, since the structure is simple, the manufacturing cost is low and the construction is easy, and it is possible to secure comfortable traffic and safety by attaching to a road bridge or a footbridge.

以下、図面を用いて、本発明にかかる制振装置並びに制震性に優れた道路橋及び歩道橋を説明する。   Hereinafter, a vibration control device according to the present invention, and a road bridge and a footbridge excellent in vibration control performance will be described with reference to the drawings.

図1は、本発明にかかる制振装置の一例を示す正面図である。   FIG. 1 is a front view showing an example of a vibration damping device according to the present invention.

本発明にかかる制振装置は、重り14を下端に有するバネ13と、この重り14から吊り下げられた吊り下げ部15からなる。バネ13の上端は、連結ワイヤ18とフック17を介して被制振体の上部横材5に取り付けられている。そして、この重り14からは、連結アーム16を介して吊り下げ部材15が1本吊り下げられており、その吊り下げ部材の下部の長さLが、被制振体の下部横材6の上面に接触している。   The vibration damping device according to the present invention includes a spring 13 having a weight 14 at a lower end, and a hanging portion 15 suspended from the weight 14. The upper end of the spring 13 is attached to the upper cross member 5 of the vibration controlled body via a connecting wire 18 and a hook 17. A single suspension member 15 is suspended from the weight 14 via a connecting arm 16, and the length L of the lower portion of the suspension member is the upper surface of the lower cross member 6 of the vibration control body. Touching.

図2は、本発明にかかる制振装置の他の例を示す正面図である。   FIG. 2 is a front view showing another example of the vibration damping device according to the present invention.

本発明にかかる制振装置は、重り14を下端に有するバネ13と、この重り14から吊り下げられた吊り下げ部15からなり、そのバネ13の上端は、連結ワイヤ18とフック17を介して被制振体の上部横材5に取り付けられている点は、図1に示す制振装置と同じであるが、この重り14から連結アーム16を介して吊り下げられる吊り下げ部材15は2本である。その吊り下げ部材の下部の長さLが、それぞれ、被制振体の下部横材6の上面に接触している。   The vibration damping device according to the present invention includes a spring 13 having a weight 14 at its lower end and a hanging portion 15 suspended from the weight 14, and the upper end of the spring 13 is connected via a connecting wire 18 and a hook 17. Although it is the same as that of the vibration damping device shown in FIG. 1 in that the vibration damping body is attached to the upper cross member 5, two suspension members 15 are suspended from the weight 14 via the connecting arm 16. It is. The length L of the lower part of the suspension member is in contact with the upper surface of the lower cross member 6 of the controlled body.

図3は、本発明にかかる制振装置の他の例を示す正面図である。   FIG. 3 is a front view showing another example of the vibration damping device according to the present invention.

本発明にかかる制振装置は、重り14を下端に有するバネ13の2個と、このバネのそれぞれの重り14の間に懸垂状に吊り下げられた1本の吊り下げ部材15からなる。2個のバネ13の上端は、それぞれ、連結ワイヤ18とフック17を介して被制振体の上部横材5に取り付けられている。そして、これらの2個の重り14を連結する形で、両端に連結アーム16を介して吊り下げ部材15が懸垂状に1本吊り下げられており、その吊り下げ部材の中央部の長さLが、被制振体の下部横材6の上面に接触している。   The vibration damping device according to the present invention includes two springs 13 each having a weight 14 at a lower end, and one suspension member 15 suspended in a suspended manner between the respective weights 14 of the spring. The upper ends of the two springs 13 are respectively attached to the upper cross member 5 of the vibration-damping body via a connecting wire 18 and a hook 17. Then, one suspension member 15 is suspended in a suspended shape via coupling arms 16 at both ends so as to connect these two weights 14, and the length L of the central portion of the suspension member Is in contact with the upper surface of the lower cross member 6 of the vibration-damped body.

本発明にかかる制振装置は、上記の構成を採用することによって、風、地震や車両走行、歩行に伴う路面振動などに起因して、被制振体に発生した鉛直方向の振動は、被制振体に取り付けられたバネを介して、バネ下端に取り付けられた重りに伝達され、重りの上下運動となる。この増幅された上下運動は、重りに取り付けられた連結アームを介して吊り下げ部材に伝達され、重りの上下運動と連動して吊り下げ部材もまた上下に運動する。   By adopting the above-described configuration, the vibration damping device according to the present invention prevents vertical vibration generated in the vibration-damped body due to wind, earthquake, vehicle running, road vibration caused by walking, and the like. The weight is transmitted to the weight attached to the lower end of the spring via the spring attached to the damping body, and the weight moves up and down. This amplified vertical movement is transmitted to the suspension member via a connecting arm attached to the weight, and the suspension member also moves up and down in conjunction with the vertical movement of the weight.

そして、吊り下げ部材の下部が被制振体の構成部材の上面に接触する状態で設置すると、吊り下げ部材の下部が被制振体の構成部材の上面から離れて一旦上昇した後、被制振体の構成部材の上面に落下し衝突するので、被制振体の構成部材の揺れに起因する振動エネルギーを散逸させることができる。   When the suspension member is installed in a state where the lower part of the suspension member is in contact with the upper surface of the component member of the controlled body, the lower part of the suspension member is once lifted away from the upper surface of the component member of the controlled body, Since it falls and collides with the upper surface of the structural member of a vibration body, the vibration energy resulting from the shaking of the structural member of a to-be-damped body can be dissipated.

このように、吊り下げ部材の上下運動によって、衝突とを繰り返すことにより、被制振体の鉛直方向の振動が散逸され減衰される。   Thus, by repeating the collision by the vertical movement of the suspending member, the vibration in the vertical direction of the controlled body is dissipated and attenuated.

以下、本発明に係る制振装置の各構成要件について、詳細に説明する。   Hereinafter, each component of the vibration damping device according to the present invention will be described in detail.

(1)バネ
バネはコイルばねが適しており、1つの装置に複数のバネを用いる場合は、各バネの振動が均一になるようにバネ定数が同じバネを用いるのが好ましい。バネの仕様は限定されるものではないが、被制振体の規模や使用する重りの重量によりどのような仕様のバネを用いるかを決める必要がある。被制振体に生じた振動を、増幅して、重りと吊り下げ部材に伝えるようにバネを設計すればよい。
(1) Spring A coil spring is suitable as the spring. When a plurality of springs are used in one device, it is preferable to use springs having the same spring constant so that the vibrations of the springs are uniform. Although the specifications of the spring are not limited, it is necessary to decide what kind of spring to use depending on the size of the vibration-damped body and the weight of the weight to be used. A spring may be designed to amplify the vibration generated in the vibration-damped body and transmit it to the weight and the suspension member.

(2)重り
重りの材質は特に限定されるものではないが、鋼製等の密度の大きい材質が好ましい。重りの重量の適正値は、制振体の規模や使用するバネの仕様及び吊り下げ部材の重量等に影響される。被制振体に生じた振動を、重りの上下運動に変換し、吊り下げ部材に伝えるような重量に設計すればよい。なお、形状はとくに限定されるものではない。
(2) Weight The material of the weight is not particularly limited, but a material having a high density such as steel is preferable. The appropriate value of the weight of the weight is affected by the size of the damping body, the specifications of the spring used, the weight of the suspension member, and the like. What is necessary is to design the weight so that the vibration generated in the vibration-damped body is converted into a vertical movement of the weight and transmitted to the suspension member. The shape is not particularly limited.

(3)吊り下げ部材
吊り下げ部材は、金属体を複数個つなぎ合わせたもの、金属製のチェーン及び金属製ワイヤーのうちの少なくとも1種を用いるのが好ましい。この部材は、重りの運動に追従する必要があるので、可撓性の部材であればよい。
(3) Suspension member It is preferable to use at least one of a suspension member, a metal chain, a metal chain, and a metal wire. Since this member needs to follow the movement of the weight, it may be a flexible member.

金属製のチェーンとしては、チェーン径6〜25mm、1リンクの寸法として長さ30〜125mm×幅21〜88mm、全長80〜220cm、全重量600〜31000gの鋼製チェーンを用いることが好ましい。強度及び耐久性の観点からは鋼製チェーンが好ましい。防錆の観点からはステンレス鋼チェーンを用いるか、又は鋼製チェーンに溶融亜鉛めっき等の防錆処理を施して用いるのが好ましい。   As the metal chain, it is preferable to use a steel chain having a chain diameter of 6 to 25 mm, a link size of 30 to 125 mm, a width of 21 to 88 mm, a total length of 80 to 220 cm, and a total weight of 600 to 31000 g. A steel chain is preferable from the viewpoint of strength and durability. From the viewpoint of rust prevention, it is preferable to use a stainless steel chain or to use a steel chain subjected to rust prevention treatment such as hot dip galvanization.

金属体を複数個つなぎ合わせたものとしては、球形の金属体をつなぎ合わせたものが好ましいが、形状は特に制限されるものではなく直方体であってもよい。金属体同士をつなぎ合わせるには、金属体に溶接やネジによりフックを設けワイヤーやチェーン等で連結すればよい。例えば、直径21〜99mmの金属球の5〜61個を長さ15〜74mm、外径2、6〜9mmの鋼線材で繋ぎあわせたものでよい。金属球の材料としては、鋼の他、ステンレス鋼やアルミニウムが用いられる。減衰効果が大きくて好ましい吊り下げ部材は、金属製のチェーン、そして鋼球をワイヤーで連結したものである。なお、吊り下げ部材は中空体の内面への衝突を繰り返し、大きな衝突音を発生させるので、衝突音を抑制したいときは、その外面をゴム等で被覆しておくのが好ましい。   A combination of a plurality of metal bodies is preferably a combination of spherical metal bodies, but the shape is not particularly limited and may be a rectangular parallelepiped. In order to connect the metal bodies together, a hook may be provided on the metal bodies by welding or screws, and the metal bodies may be connected by a wire or a chain. For example, 5 to 61 metal balls having a diameter of 21 to 99 mm may be connected by a steel wire having a length of 15 to 74 mm and an outer diameter of 2 to 6 to 9 mm. As a material for the metal sphere, stainless steel or aluminum is used in addition to steel. A preferable suspension member having a large damping effect is a metal chain and a steel ball connected by a wire. In addition, since the suspension member repeatedly collides with the inner surface of the hollow body and generates a loud collision sound, it is preferable to coat the outer surface with rubber or the like when it is desired to suppress the collision sound.

なお、吊り下げ部材が複数個の重り14を連結する形で懸垂状に1本吊り下げられている場合は、吊り下げ部材が被制振体から離脱するおそれはないが、吊り下げ部材が1個の重りから吊り下げられている場合には、吊り下げ部材が被制振体から離脱することを防止するために、吊り下げ部材の一部を被制振体に固定しておくのが好ましい。もちろん、吊り下げ部材が複数個の重り14を連結する形で懸垂状に1本吊り下げられている場合であっても、吊り下げ部材の一部を被制振体に固定しておくのは構わない。   In addition, when the suspension member is suspended in a suspended shape by connecting a plurality of weights 14, there is no possibility that the suspension member is detached from the vibration control body. When suspended from a single weight, in order to prevent the suspension member from being detached from the controlled body, it is preferable that a part of the suspended member is fixed to the controlled body. . Of course, even when the suspension member is suspended in a suspended shape by connecting a plurality of weights 14, it is important to fix a part of the suspension member to the vibration control body. I do not care.

吊り下げ部材の一部を制振体に接触させるのは、重りの上下運動に連動して吊り下げ部材が上下に運動するときに、吊り下げ部材の下部が被制振体の構成部材の上面から離れて一旦上昇した後、被制振体の構成部材の上面に落下させるためであり、このときの衝突によって、被制振体の鉛直方向の振動エネルギーを散逸させ、もって、制振効果を発現することができるのである。したがって、吊り下げ部材が被制振体の構成部材の上面に接触させる必要がある。   A part of the suspension member is brought into contact with the vibration control body when the suspension member moves up and down in conjunction with the vertical movement of the weight. This is for the purpose of causing the vibration to be dropped on the upper surface of the component of the vibration-damped body after being lifted away from it, and by the collision at this time, the vibration energy in the vertical direction of the vibration-damped body is dissipated, and the vibration damping effect It can be expressed. Therefore, it is necessary for the suspension member to come into contact with the upper surface of the constituent member of the vibration control body.

吊り下げ部材の下部は、被制振体の下部横材6の上面に長さLだけ接触しているが、接触部の長さLは、被制振体の振動モードに応じて、適宜、設定すればよい。
(4)制振装置を構成する各部材の連結手段
図4に、制振装置を構成する各部材の連結部を示す。(a)はバネを被制振体に取り付けるためのフック周辺、(b)はバネの両端部、そして、(c)は重りの縦断面図である。
The lower part of the suspension member is in contact with the upper surface of the lower cross member 6 of the vibration-damped body by a length L. The length L of the contact portion is appropriately determined according to the vibration mode of the vibration-damped body. You only have to set it.
(4) Connecting means for members constituting the vibration damping device FIG. 4 shows connecting portions of the members constituting the vibration damping device. (A) is a hook periphery for attaching a spring to a vibration-damped body, (b) is both ends of the spring, and (c) is a longitudinal sectional view of a weight.

被制振体の上部横材5に設けた貫通孔28にはフック17の一端が下から通され、その端部がナット19により被制振体の上部横材5に固定されている。このフック17には連結ワイヤー18が掛けられている。連結ワイヤー18の上下端はリング状になっており、それぞれ、フック17及びバネの上端部に設けたフック20aに掛けるようになっている。重り14には、先端がリング状になった取り付け金具21が螺合され、バネの下端部に設けたフック20bに掛けられている。   One end of the hook 17 is passed from below through the through hole 28 provided in the upper cross member 5 of the vibration control body, and the end thereof is fixed to the upper cross member 5 of the vibration control body by a nut 19. A connecting wire 18 is hung on the hook 17. The upper and lower ends of the connecting wire 18 are ring-shaped, and are hooked on the hook 17 and the hook 20a provided at the upper end of the spring, respectively. A fitting 21 having a ring-shaped tip is screwed onto the weight 14 and hung on a hook 20b provided at the lower end of the spring.

重り14の横には、水平方向に連結アーム16が螺合されている。この連結アームの先端がリングになっており、このリングに吊り下げ部材の端部を連結するようになっている。   Next to the weight 14, a connecting arm 16 is screwed in the horizontal direction. The tip of the connecting arm is a ring, and the end of the suspension member is connected to the ring.

なお、連結アームを省いて、吊り下げ部材を直接に錘に螺合等で取り付けることもできるが、連結アームを用いると、吊り下げ部材は重りの周りで大きく自由回転することができるので、連結アームを用いるのが好ましい。   Although the connecting arm can be omitted and the suspension member can be directly screwed onto the weight, etc., if the connection arm is used, the suspension member can rotate freely around the weight. It is preferable to use an arm.

各部材の連結手段は上記の手段に限定されるものではなく、取り付けが容易で、バネが振動しても連結部が外れなければどのような手段であってもよい。   The connecting means of each member is not limited to the above means, and any means may be used as long as it is easy to attach and the connecting portion does not come off even if the spring vibrates.

なお、被制振体の上部横材に設置したフック17及びバネ13の端部のフック20を連結するワイヤー18は必ずしも使用する必要はなく、制振装置の設置場所が狭い場合には、ワイヤー18を用いずにフック17とフック20aとを直接連結してもよい。   Note that the wire 18 that connects the hook 17 installed on the upper cross member of the vibration-damping member and the hook 20 at the end of the spring 13 is not necessarily used. The hook 17 and the hook 20 a may be directly connected without using the 18.

(5)被制振体としての構造物
本発明にかかる制振装置を取り付ける構造物の代表的なものは道路橋及び歩道橋である。
(5) Structure as a vibration-damped body Typical structures for mounting the vibration damping device according to the present invention are a road bridge and a footbridge.

図5は、図3で示した本発明にかかる制振装置を取り付けてなる歩道橋の一例を示す斜視図である。   FIG. 5 is a perspective view showing an example of a pedestrian bridge to which the vibration damping device according to the present invention shown in FIG. 3 is attached.

歩道橋は、床板22の両側に主桁24及び横桁25を有する。ここでは、本発明にかかる制振装置は、歩道橋の長さ方向に、主桁24の側面に制振装置1が複数個取り付けられている。ここでは、主桁24の側面にのみ制振装置1が取り付けられており、横桁25には取り付けられていない。主桁24には、制振装置1を取り付けるスペースが十分あり、また主桁24を制振するのが効率的だからである。横桁25にも取り付けるスペースが十分にあって、制振効果がさらに必要な場合には、横桁25にも取り付けるのが好ましい。   The footbridge has a main girder 24 and a horizontal girder 25 on both sides of the floor board 22. Here, in the vibration damping device according to the present invention, a plurality of vibration damping devices 1 are attached to the side surface of the main girder 24 in the length direction of the pedestrian bridge. Here, the vibration damping device 1 is attached only to the side surface of the main beam 24, and is not attached to the horizontal beam 25. This is because the main girder 24 has sufficient space for mounting the vibration damping device 1 and it is efficient to damp the main girder 24. If there is enough space to attach to the cross beam 25 and further a damping effect is required, it is preferable to attach to the cross beam 25 as well.

図6に、図3で示した本発明にかかる制振装置を取り付けてなる道路橋の一例を示す。(a)は斜視図であり、(b)は主桁部分の拡大図である。   FIG. 6 shows an example of a road bridge to which the vibration damping device according to the present invention shown in FIG. 3 is attached. (a) is a perspective view, (b) is an enlarged view of the main girder part.

道路橋は、床板22がその下部にある主桁24と横桁(図示せず)で支えられている。ここでは、本発明にかかる制振装置は、道路橋の長さ方向に主桁24の側面に制振装置1が複数個取り付けられている。なお、横桁(図示せず)にも、制振装置を設置するのが好ましい。   The road bridge is supported by a main girder 24 and a horizontal girder (not shown) with a floor plate 22 below. Here, in the vibration damping device according to the present invention, a plurality of vibration damping devices 1 are attached to the side surface of the main girder 24 in the length direction of the road bridge. In addition, it is preferable to install a vibration control device also in the cross beam (not shown).

なお、バネ定数や振動エネルギー散逸部材の被制振材との接触長さLと調整することで、制振装置のチューニングを容易に行うことができる。また、本制振装置は、道路橋や歩道橋等の構造物の新設段階で設置できることはもちろん、制振性能が問題となった既設の道路橋や歩道橋等の構造物にも後付で設置可能であるという利点がある。   The vibration damping device can be easily tuned by adjusting the spring constant and the contact length L of the vibration energy dissipation member with the vibration-damped material. In addition, this vibration control device can be installed at the new stage of structures such as road bridges and pedestrian bridges, as well as retrofit to existing road bridges and pedestrian bridges where vibration control performance has become a problem. There is an advantage of being.

本発明にかかる制振装置によれば、道路橋や歩道橋等の構造物に生じる鉛直方向の揺れによる振動に対して大きな制振効果を発揮でき、構造物の部材の金属疲労が防止できる。本発明にかかる制振装置を道路橋や歩道橋等の構造物に取り付けることにより、快適な通行と安全性を確保することができる。   According to the vibration damping device of the present invention, it is possible to exert a large vibration damping effect against vibration caused by vertical vibration generated in a structure such as a road bridge or a footbridge, and prevent metal fatigue of structural members. By attaching the vibration damping device according to the present invention to a structure such as a road bridge or a pedestrian bridge, comfortable traffic and safety can be ensured.

本発明にかかる制振装置の一例を示す正面図である。It is a front view which shows an example of the damping device concerning this invention. 本発明にかかる制振装置の他の例を示す正面図である。It is a front view which shows the other example of the damping device concerning this invention. 本発明にかかる制振装置の他の例を示す正面図である。It is a front view which shows the other example of the damping device concerning this invention. 制振装置を構成する各部材の連結部を示す。(a)はバネを被制振体に取り付けるためのフック周辺、(b)はバネの両端部、そして、(c)は重りの縦断面図である。The connection part of each member which comprises a damping device is shown. (A) is a hook periphery for attaching a spring to a vibration-damped body, (b) is both ends of the spring, and (c) is a longitudinal sectional view of a weight. 本発明にかかる制振装置を取り付けてなる歩道橋の一例を示す斜視図である。It is a perspective view which shows an example of the footbridge which attaches the damping device concerning this invention. 本発明にかかる制振装置を取り付けてなる道路橋の一例を示す。(a)は斜視図であり、(b)は主桁部分の拡大図である。An example of the road bridge which attaches the damping device concerning this invention is shown. (a) is a perspective view, (b) is an enlarged view of the main girder part. 従来の制振装置の銃断面図である。It is gun sectional drawing of the conventional damping device. 従来の制振装置の断面図である。It is sectional drawing of the conventional damping device.

符号の説明Explanation of symbols

1 制振装置
4 制振体
5 被制振体の上部横材
6 被制振体の下部横材
13 バネ
14 重り
15 吊り下げ部材
16 連結アーム
17 フック
18 連結ワイヤー
19 ナット
20a,20b フック
21 取り付け金具
22 床板
24 主桁
25 横桁
27 止め金具
28 貫通孔
29 チェーン
30 端板
31 固定フック
32 垂直中空体
41 ケース
42 重錘
44 支持アーム
46 プーリ
47 ワイヤー
48 ダッシュポット
49 バネ機構
50 減衰機構
DESCRIPTION OF SYMBOLS 1 Damping device 4 Damping body 5 Upper cross member of a controlled body 6 Lower cross member of a controlled body
13 Spring
14 weights
15 Suspension member
16 articulated arm
17 hook
18 Connecting wire
19 Nut
20a, 20b hook
21 Mounting bracket
22 Floor board
24 main digits
25 Horizontal girder
27 Fastener
28 Through hole
29 chain
30 End plate
31 Fixed hook
32 Vertical hollow body
41 cases
42 weight
44 Support arm
46 pulley
47 wire
48 Dashpot
49 Spring mechanism
50 Damping mechanism

Claims (6)

重りを下端に有し、上部が被制振体に取り付けられているバネと、この重りから吊り下げられた吊り下げ部材とからなる制振装置であって、吊り下げ部材の下部が被制振体の構成部材の上面に接触することを特徴とする制振装置。   A vibration damping device comprising a spring having a weight at the lower end and an upper part attached to the vibration-damped body and a suspension member suspended from the weight, wherein the lower part of the suspension member is A vibration damping device that contacts an upper surface of a body component. 重りを下端に有し、上部が被制振体に取り付けられているバネの複数個と、これらの重りの間に懸垂状に吊り下げられた吊り下げ部材とからなる制振装置であって、吊り下げ部材の中央部が被制振体の構成部材の上面に接触することを特徴とする制振装置。   A damping device comprising a plurality of springs having a weight at a lower end and an upper part attached to a vibration-damped body, and a suspension member suspended in a suspended manner between these weights, A vibration damping device, wherein a central portion of a suspension member is in contact with an upper surface of a constituent member of a vibration-damped body. 吊り下げ部材が、金属体を複数個つなぎ合わせたもの、金属製のチェーン及び金属製のワイヤーのうちの少なくとも1種からなることを特徴とする、請求項1又は2に記載の制振装置。   The vibration damping device according to claim 1 or 2, wherein the suspension member is made of at least one of a combination of a plurality of metal bodies, a metal chain, and a metal wire. 重りが吊り下げ部材を連結するための連結アームを有していることを特徴とする、請求項1から3のいずれかに記載の制振装置。   4. The vibration damping device according to claim 1, wherein the weight has a connecting arm for connecting the suspension member. 請求項1から4までのいずれかに記載の制振装置が、主桁又は横桁に取り付けられていることを特徴とする制振性に優れた道路橋。   A road bridge excellent in vibration damping, wherein the vibration damping device according to any one of claims 1 to 4 is attached to a main beam or a horizontal beam. 請求項1から4までのいずれかに記載の制振装置が、主桁又は横桁に取り付けられていることを特徴とする制振性に優れた歩道橋。   A footbridge excellent in vibration damping, wherein the vibration damping device according to any one of claims 1 to 4 is attached to a main girder or a horizontal girder.
JP2006263866A 2006-09-28 2006-09-28 Damping device, and road bridge and pedestrian bridge with superior damping performance Withdrawn JP2008082453A (en)

Priority Applications (1)

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JP2006263866A JP2008082453A (en) 2006-09-28 2006-09-28 Damping device, and road bridge and pedestrian bridge with superior damping performance

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108589511A (en) * 2018-05-17 2018-09-28 辽宁工业大学 A kind of band suitable for Loads of Long-span Bridges damps oscillation crosswise control system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108589511A (en) * 2018-05-17 2018-09-28 辽宁工业大学 A kind of band suitable for Loads of Long-span Bridges damps oscillation crosswise control system
CN108589511B (en) * 2018-05-17 2023-09-15 辽宁工业大学 Damping transverse vibration control system suitable for large-span bridge

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