JP3052992B2 - Cable-stayed bridge anti-vibration structure - Google Patents

Cable-stayed bridge anti-vibration structure

Info

Publication number
JP3052992B2
JP3052992B2 JP7242420A JP24242095A JP3052992B2 JP 3052992 B2 JP3052992 B2 JP 3052992B2 JP 7242420 A JP7242420 A JP 7242420A JP 24242095 A JP24242095 A JP 24242095A JP 3052992 B2 JP3052992 B2 JP 3052992B2
Authority
JP
Japan
Prior art keywords
damper
suspension wire
cylinder
oil chamber
compression
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.)
Expired - Fee Related
Application number
JP7242420A
Other languages
Japanese (ja)
Other versions
JPH0959921A (en
Inventor
雅則 小倉
弘晴 向
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.)
Kajima Corp
KYB Corp
Original Assignee
Kajima Corp
KYB Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kajima Corp, KYB Corp filed Critical Kajima Corp
Priority to JP7242420A priority Critical patent/JP3052992B2/en
Publication of JPH0959921A publication Critical patent/JPH0959921A/en
Application granted granted Critical
Publication of JP3052992B2 publication Critical patent/JP3052992B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Vibration Prevention Devices (AREA)
  • Fluid-Damping Devices (AREA)
  • Bridges Or Land Bridges (AREA)

Description

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

【0001】[0001]

【発明の属する技術分野】この発明は、斜張橋の防振構
造に関し、特に、吊りワイヤの振動を阻止して橋本体の
振動を防止する斜張橋の防振構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anti-vibration structure for a cable-stayed bridge, and more particularly to an anti-vibration structure for a cable-stayed bridge for preventing vibration of a suspension wire and preventing vibration of a bridge body.

【0002】[0002]

【従来技術とその課題】周知のように、斜張橋は、図1
を借りて説明すれば、メインポストPと、該メインポス
トPに基端が接続される吊りワイヤWと、該吊りワイヤ
Wの先端に接続される橋本体Bと、を有してなるが、近
年、従来のものに比べてより長大化される傾向にあり、
従って、吊りワイヤWも益々長尺化される傾向にある。
2. Description of the Related Art As is well known, a cable stayed bridge is shown in FIG.
To be more specific, the main post P, a suspension wire W whose base end is connected to the main post P, and a bridge body B connected to the distal end of the suspension wire W, In recent years, it has tended to be longer than conventional ones,
Therefore, the hanging wire W also tends to be longer.

【0003】この吊りワイヤWの長尺化は、所謂支点が
長くなることから、吊りワイヤWを振動させ易くするこ
とに繋がり、そして、この吊りワイヤWの振動が放置さ
れるときには、橋本体Bを振動させることに繋がり、結
果として、橋本体Bの耐久性を必要以上に低下させるこ
とに繋がる。
[0003] The lengthening of the suspension wire W leads to the fact that the so-called fulcrum becomes longer, which makes it easier to vibrate the suspension wire W. When the vibration of the suspension wire W is neglected, the bridge body B Is vibrated, and as a result, the durability of the bridge body B is unnecessarily reduced.

【0004】そこで、吊りワイヤWが長尺化される近年
の斜張橋においては、吊りワイヤWの振動に伴う橋本体
Bの振動を防止することが急務とされるが、これまで
に、効果的な防振構造、即ち、斜張橋の防振構造の提案
がなかったのが現状である。
[0004] Therefore, in a recent cable stayed bridge in which the suspension wire W is lengthened, it is urgently necessary to prevent the vibration of the bridge body B due to the vibration of the suspension wire W. At present, there has been no proposal for a typical anti-vibration structure, that is, an anti-vibration structure for a cable-stayed bridge.

【0005】この発明は、前記した事情に鑑みて創案さ
れたものであって、その目的とするところは、メインポ
ストと橋本体との間に架装される吊りワイヤを有する斜
張橋において、吊りワイヤ自体の振動を阻止すること
で、橋本体の所定の耐久性を維持するに最適となる斜張
橋の防振構造を提供することである。
The present invention has been made in view of the above-mentioned circumstances, and an object thereof is to provide a cable-stayed bridge having a suspension wire installed between a main post and a bridge body. An object of the present invention is to provide an anti-vibration structure for a cable-stayed bridge which is optimal for maintaining predetermined durability of a bridge body by preventing vibration of a suspension wire itself.

【0006】[0006]

【課題を解決するための手段】上記した目的を達成する
ため、本発明の手段は、メインポストに基端が接続され
る吊りワイヤと、該吊りワイヤの先端に接続される橋本
体と、吊りワイヤと橋本体との間に配在されるダンパ
と、を有してなり、ダンパの一端が吊りワイヤの先端近
傍部に連結され、ダンパの他端が橋本体に連結されてな
る斜張橋の防振構造において、ダンパが伸側油室及び圧
側油室を区画しながらシリンダ内で摺動するピストン部
に伸側調圧弁及び圧側調圧弁を有すると共に、シリンダ
内の圧側油室とシリンダ外のリザーバ室とを区画するベ
ースバルブ部に伸側チェック弁及び圧側チェック弁を有
し、かつ、シリンダ内の伸側油室とシリンダ外のリザー
バ室との間にピストン速度の微低速域の伸側作動時に所
定の減衰作用をするオリフィスを有してなることを特徴
とするものである。
In order to achieve the above object, the present invention provides a suspension wire having a base connected to a main post, a bridge body connected to a distal end of the suspension wire, and a suspension. A cable-stayed bridge having a damper disposed between the wire and the bridge body, one end of the damper connected to a portion near the tip of the suspension wire, and the other end of the damper connected to the bridge body. In the vibration damping structure of (1), the damper has an expansion-side pressure regulating valve and a compression-side pressure regulating valve in the piston portion that slides in the cylinder while partitioning the extension-side oil chamber and the compression-side oil chamber. The base valve section that separates the reservoir chamber of the cylinder has a growth-side check valve and a compression-side check valve, and the piston speed is extremely low in the low-speed range between the expansion-side oil chamber in the cylinder and the reservoir chamber outside the cylinder. Predetermined damping action when side operation And it is characterized in that comprising a orifice.

【0007】[0007]

【0008】[0008]

【発明の実施の態様】以下、図示した実施の態様に基づ
いて、この発明を詳細に説明するが、この発明に係る斜
張橋の防振構造は、概略的には、図1に示すように、斜
張橋にダンパDが配在された構成とされる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described in detail based on the illustrated embodiment. The vibration-isolating structure of a cable-stayed bridge according to the present invention is schematically shown in FIG. In addition, a damper D is arranged on the cable stayed bridge.

【0009】即ち、斜張橋は、前述のように、メインポ
ストPと、該メインポストPに上端たる基端が接続され
る吊りワイヤWと、該吊りワイヤWの下端たる先端に接
続される橋本体Bと、を有してなり、図示例にあって
は、メインポストPが所謂中央に一本立設され、吊りワ
イヤWが該メインポストPの所謂左右側から複数本延在
され、該複数本の吊りワイヤWに橋本体Bが接続されて
いる。
That is, the cable stayed bridge is connected to the main post P, the suspension wire W to which the base end which is the upper end is connected to the main post P, and the distal end which is the lower end of the suspension wire W as described above. In the illustrated example, one main post P is erected at the so-called center, and a plurality of suspension wires W extend from the so-called left and right sides of the main post P. The bridge body B is connected to a plurality of suspension wires W.

【0010】因に、図示例では、吊りワイヤWの先端
は、図2に示すように、プラグ等の抜け止め具W1の配
在下に橋本体B(図1参照)に一体的に接続されてい
る。
In the illustrated example, the tip of the hanging wire W is integrally connected to the bridge body B (see FIG. 1) under the presence of a stopper W1 such as a plug, as shown in FIG. I have.

【0011】また、橋本体Bは、これが連続されていた
り、あるいは、その両端が所謂地上等の固定側に連結さ
れていたりする。
The bridge body B may be continuous, or both ends may be connected to a fixed side such as a so-called ground.

【0012】ダンパDは、一端が吊りワイヤWの先端近
傍部に連結され、他端が橋本体Bに連結されるもので、
図示例にあっては、図2に示すように、吊りワイヤW側
の連結具W2と橋本体B側の連結具B1の配在下に連結
されるとしている。
The damper D has one end connected to the vicinity of the tip of the suspension wire W and the other end connected to the bridge body B.
In the illustrated example, as shown in FIG. 2, the connecting tool W2 on the suspension wire W side and the connecting tool B1 on the bridge body B side are connected to each other.

【0013】このとき、ダンパDと吊りワイヤWとの連
結状態は、該ダンパDの軸線が吊りワイヤWの軸線に対
して直交する状態となるように設定され、従って、この
限りにおいて、吊りワイヤWの振動がダンパDに対して
遠近される方向となるとき、該ダンパDによる効果的な
減衰作用の発揮が可能になる。
At this time, the connection state between the damper D and the suspension wire W is set such that the axis of the damper D is perpendicular to the axis of the suspension wire W. When the vibration of W is in a direction of being farther or farther from the damper D, the damper D can exhibit an effective damping action.

【0014】因に、図示例では、吊りワイヤW側の連結
具W2が所謂二本用仕様に形成されていて、当該部位に
配在されるダンパDが所謂二本使用とされるように設定
されている(図2参照)。
In the illustrated example, the connecting tool W2 on the hanging wire W side is formed in a so-called two-piece specification, and the damper D disposed at the corresponding portion is set so as to use a so-called two piece. (See FIG. 2).

【0015】尚、図示例のように、ダンパDが二本使用
とされる場合には、吊りワイヤWの所謂水平方向への振
動をも阻止し得ることになる点で好ましいが、吊りワイ
ヤWが橋本体Bに対して揺れる、即ち、吊りワイヤWが
上下方向に振動することを重点的に阻止する上では、ダ
ンパDが所謂一本使用に設定されても良い。
In the case where two dampers D are used as shown in the drawing, it is preferable in that the suspension wire W can be prevented from vibrating in the so-called horizontal direction. In order to mainly prevent the swing of the suspension wire W from vibrating in the vertical direction with respect to the bridge main body B, the damper D may be set to use a single damper.

【0016】ところで、ダンパDは、これが伸縮すると
きに所定の減衰作用をするように構成されていれば足り
るが、この発明では、以下のように構成されている。
By the way, it is sufficient that the damper D has a predetermined damping action when it expands and contracts. In the present invention, the damper D is configured as follows.

【0017】即ち、該ダンパDは、図3に示すように、
シリンダ1と、該シリンダ1内に図中で下端側となる先
端側が出没可能に挿通されるピストンロッド2と、を有
してなり、ピストンロッド2の図中で上端となる基端に
連設のアイ21を介して前記吊りワイヤW側の連結具W
2に連結されるとしている。
That is, as shown in FIG.
It has a cylinder 1 and a piston rod 2 which is inserted into the cylinder 1 so that a distal end side, which is a lower end side in the drawing, can protrude and retract, and is provided continuously with a base end, which is an upper end in the drawing, of the piston rod 2. Of the hanging wire W through the eye 21
2 is connected.

【0018】また、該ダンパDは、シリンダ1内に摺動
可能に収装されると共に該シリンダ1内に伸側油室U及
び圧側油室Lを区画し上記ピストンロッド2の図中で下
端となる先端に連設されるピストン部3を有してなる。
The damper D is slidably housed in the cylinder 1 and defines an extension oil chamber U and a compression oil chamber L in the cylinder 1 and a lower end of the piston rod 2 in the drawing. And a piston portion 3 continuously provided at the tip of

【0019】ピストン部3は、実質的にシリンダ1内を
伸側油室Uと圧側油室Lとに区画するピストン本体31
に伸側調圧弁32及び圧側調圧弁33を有してなると共
に、該伸側調圧弁32及び圧側調圧弁33を介して伸側
油室Uと圧側油室Lとの連通を可能にしている。
The piston portion 3 includes a piston body 31 which substantially partitions the inside of the cylinder 1 into an extension oil chamber U and a compression oil chamber L.
And a communication between the expansion-side oil chamber U and the compression-side oil chamber L is enabled via the expansion-side pressure adjustment valve 32 and the compression-side pressure adjustment valve 33. .

【0020】因に、伸側調圧弁32及び圧側調圧弁33
は、図示例にあって、それぞれポペット32a,33a
が背後側からのスプリング32b,33bで附勢されて
その前進時に所謂流路を閉塞するように構成されてお
り、言わば、リリーフ弁とされている。
The expansion side pressure regulating valve 32 and the compression side pressure regulating valve 33
Are poppets 32a and 33a, respectively, in the illustrated example.
Are biased by springs 32b and 33b from the rear side so as to close a so-called flow path when moving forward, so to speak, a relief valve.

【0021】一方、該ダンパDは、シリンダ1の外部に
外筒4を配在して該外筒4とシリンダ1との間にリザー
バ室Rを有する所謂複筒型に形成されてなるもので、外
筒4の下端たるボトム端に連設のボトム部材5に形成の
アイ51を介して前記橋本体B側の連結具B1に連結さ
れるとしている。
On the other hand, the damper D is formed in a so-called double cylinder type having an outer cylinder 4 disposed outside the cylinder 1 and having a reservoir chamber R between the outer cylinder 4 and the cylinder 1. It is described that the outer tube 4 is connected to the connecting member B1 on the bridge body B via an eye 51 formed on a bottom member 5 provided continuously to the bottom end, which is the lower end of the outer cylinder 4.

【0022】外筒4は、その上端たる開口端がシリンダ
1の上端たる開口端と共にベアリング部材6で閉塞され
ているもので、該ベアリング部材6の軸芯部にはピスト
ンロッド2が摺動可能に貫通され、該ベアリング部材6
には伸側油室Uのリザーバ室Rへの連通を可能にする油
路61が形成されている。
The outer cylinder 4 has its upper open end closed with a bearing member 6 together with the upper open end of the cylinder 1, and the piston rod 2 is slidable on the axis of the bearing member 6. Through the bearing member 6
Is formed with an oil passage 61 that allows the extension-side oil chamber U to communicate with the reservoir chamber R.

【0023】そして、この発明にあっては、該油路61
にはピストン速度の微低速域の伸側作動時に所定の減衰
作用をするオリフィスが配在されてなるとするもので、
該オリフィスは、図示例では、ベアリング部材6の伸側
油室U側の端面に螺着されたプラグ62の細孔62aか
らなるとしている。
In the present invention, the oil passage 61
It is assumed that an orifice having a predetermined damping action is arranged at the time of extension operation in a very low speed range of the piston speed,
In the illustrated example, the orifice is made up of a pore 62a of a plug 62 screwed to the end face of the bearing member 6 on the side of the extension oil chamber U.

【0024】リザーバ室Rは、油面Oを境にするガス室
Gを有しており、シリンダ1の下端部に配在された隔壁
部材たるベースバルブ部7によってシリンダ1内の圧側
油室Lと区画されている。
The reservoir chamber R has a gas chamber G bordering the oil level O, and is provided with a base valve portion 7 serving as a partition member disposed at the lower end of the cylinder 1 so as to provide a pressure side oil chamber L in the cylinder 1. It is sectioned.

【0025】そして、該リザーバ室Rには、下端が油中
に開口するパイプ8が配在されており、該パイプ8の上
端は、ベアリング部材6の外周側端部に連結され、該パ
イプ8内が油路61に連通するように設定されている。
A pipe 8 having a lower end opening in oil is disposed in the reservoir chamber R, and an upper end of the pipe 8 is connected to an outer peripheral end of the bearing member 6. The inside is set so as to communicate with the oil passage 61.

【0026】ベースバルブ部7は、実質的に隔壁部材と
なるバルブボディ71が前記ボトム部材5とシリンダ1
の下端との間に挟持されてなるもので、該バルブボディ
71には、リザーバ室Rの油が圧側油室Lに流入するの
を阻止する伸側チェック弁72と、圧側油室Lの油がリ
ザーバ室Rに流入するのを阻止する圧側チェック弁73
と、が配在されてなり、該伸側チェック弁72及び圧側
チェック弁73を介しての圧側油室Lとリザーバ室Rと
の連通を可能にしている。
The base valve portion 7 includes a valve body 71 serving as a partition member and the bottom member 5 and the cylinder 1.
The valve body 71 has an expansion-side check valve 72 for preventing oil in the reservoir chamber R from flowing into the compression-side oil chamber L, and an oil in the compression-side oil chamber L. Check valve 73 for preventing gas from flowing into the reservoir chamber R
Are provided, and communication between the pressure side oil chamber L and the reservoir chamber R via the expansion side check valve 72 and the pressure side check valve 73 is enabled.

【0027】それ故、上記のダンパDにあっては、ピス
トンロッド2がシリンダ1内に没入する圧縮作動時に、
シリンダ1内でのピストン部3の下降で圧側油室Lにお
ける圧力が上昇し、該圧側油室Lからの油が圧側調圧弁
33を介して伸側油室Uに流入すると共に、圧側油室L
におけるピストンロッド2の侵入体積分に相当する油が
ベースバルブ部7における伸側チェック弁72を介して
リザーバ室Rに流出する。
Therefore, in the above-described damper D, when the piston rod 2 is compressed into the cylinder 1 during the compression operation,
The pressure in the compression-side oil chamber L rises due to the lowering of the piston portion 3 in the cylinder 1, and oil from the compression-side oil chamber L flows into the expansion-side oil chamber U via the compression-side pressure regulating valve 33, and the compression-side oil chamber L
The oil corresponding to the invading volume of the piston rod 2 flows out into the reservoir chamber R via the extension side check valve 72 in the base valve portion 7.

【0028】このとき、圧側油室Lと伸側油室Uとの間
に圧力差を生じ、これが該ダンパDにおける圧側の減衰
力として作用する。
At this time, a pressure difference is generated between the compression-side oil chamber L and the expansion-side oil chamber U, and this acts as a compression-side damping force in the damper D.

【0029】一方、ピストンロッド2がシリンダ1内か
ら突出する伸長作動時には、シリンダ1内でのピストン
部3の上昇で伸側油室Uにおける圧力が上昇し、該伸側
油室Uからの油が細孔62aからなるオリフィス介して
リザーバ室Rに流出すると共に伸側調圧弁32を介して
圧側油室Lに流出する。
On the other hand, during the extension operation in which the piston rod 2 protrudes from the inside of the cylinder 1, the pressure in the extension-side oil chamber U increases due to the rise of the piston portion 3 in the cylinder 1, and the oil from the extension-side oil chamber U Flows out to the reservoir chamber R through the orifice formed by the fine holes 62a, and flows out to the pressure side oil chamber L through the expansion side pressure regulating valve 32.

【0030】このとき、伸側油室Uと圧側油室Lとの間
に圧力差を生じ、これが該ダンパDにおける伸側の減衰
力として作用する。
At this time, a pressure difference is generated between the expansion-side oil chamber U and the compression-side oil chamber L, and this acts as the expansion-side damping force of the damper D.

【0031】尚、このとき、圧側油室Lで不足するピス
トンロッド2の退出体積分に相当する油は、圧側チェッ
ク弁73を介してリザーバ室Rから補給される。
At this time, the oil equivalent to the rejected volume of the piston rod 2 that is insufficient in the pressure side oil chamber L is supplied from the reservoir chamber R via the pressure side check valve 73.

【0032】以上のように形成されているダンパDを有
する、即ち、該ダンパDの一端が吊りワイヤWの先端近
傍部に連結され、他端が橋本体Bに連結される構成にあ
っては、ダンパDを吊りワイヤWに直交する方向に連結
し得るから、吊りワイヤWが橋本体Bに対して振動する
ときに、該振動をダンパDがその伸縮時の減衰力で抑制
する、即ち、阻止するように機能する。
In the configuration having the damper D formed as described above, that is, one end of the damper D is connected to the vicinity of the tip of the suspension wire W, and the other end is connected to the bridge body B. Since the damper D can be connected in a direction orthogonal to the suspension wire W, when the suspension wire W vibrates with respect to the bridge body B, the vibration is suppressed by the damper D when the suspension wire W expands and contracts, that is, Acts as a deterrent.

【0033】そして、ダンパDが伸側及び圧側の各減衰
力を同じ大きさにするように設定されているとき、吊り
ワイヤWの振動阻止がより一層効果的に可能になる。
When the damper D is set so that the damping force on the extension side and the damping force on the compression side are the same, the suspension of the suspension wire W can be more effectively prevented.

【0034】また、ダンパDが所謂二本使用の態様で吊
りワイヤWに連結される場合には、吊りワイヤWの横方
向への振動をも阻止し得る。
When the dampers D are connected to the suspension wires W in a so-called two-use manner, vibration of the suspension wires W in the lateral direction can be prevented.

【0035】[0035]

【発明の効果】本発明に係るダンパはピストン部に伸側
調圧弁と圧側調圧弁とを有し、又伸側油室とリザーバと
の間に伸側作動時に減衰作用をするオリフィスを有して
いるから、伸長作動時に伸側調圧弁とオリフィスとで伸
側減衰力を発生し、圧側作動時に圧側調圧弁によって圧
側減衰力を発生する。従って、このダンパを有する本発
明の斜張橋の防振構造によれば、メインポストに基端が
接続される吊りワイヤの先端近傍部と、該吊りワイヤの
先端に接続される橋本体と、の間に上記ダンパが配在さ
れるから、ダンパの軸線を吊りワイヤの軸線に直交する
状態に連結することが可能になり、従って、吊りワイヤ
の振動がダンパに対して遠近される方向となるとき、該
ダンパによる効果的な減衰作用、即ち、吊りワイヤの振
動を効果的に阻止し得ることになる。
The damper according to the present invention has an expansion-side pressure regulating valve and a compression-side pressure regulating valve in the piston portion, and an orifice between the expansion-side oil chamber and the reservoir for damping when the expansion-side operation is performed. Therefore, the extension side damping force is generated between the expansion side pressure regulating valve and the orifice during the extension operation, and the compression side pressure regulating valve generates the compression side damping force during the compression side operation. Therefore, according to the vibration isolation structure of the cable-stayed bridge of the present invention having the damper, the vicinity of the distal end of the suspension wire whose base end is connected to the main post, the bridge body connected to the distal end of the suspension wire, Since the damper is disposed between the damper and the damper, it is possible to connect the axis of the damper in a state perpendicular to the axis of the suspension wire, and therefore, the vibration of the suspension wire is in a direction of moving toward and away from the damper. At this time, an effective damping action by the damper, that is, vibration of the suspension wire can be effectively prevented.

【0036】そして、図示例のように、ダンパが所謂二
本使用とされる場合には、吊りワイヤの横方向の振動を
も効果的に阻止し得ることになる。
In the case where two dampers are used as in the illustrated example, lateral vibration of the suspension wire can be effectively prevented.

【0037】また、ダンパが伸側及び圧側の各減衰力を
同じ大きさにするように設定されているとき、吊りワイ
ヤの振動阻止がより一層効果的に可能になる。
Further, when the damper is set to have the same damping force on the extension side and the damping force on the compression side, vibration of the suspension wire can be more effectively prevented.

【0038】その結果、この発明によれば、メインポス
トと橋本体との間に架装される吊りワイヤを有する斜張
橋において、吊りワイヤ自体の振動を阻止して橋本体に
おける振動を阻止し、該橋本体における所定の耐久性を
徒に低下させないようにするに最適となる。
As a result, according to the present invention, in a cable-stayed bridge having a suspension wire mounted between the main post and the bridge body, vibration of the suspension wire itself is prevented to prevent vibration in the bridge body. This is optimal for preventing the predetermined durability of the bridge body from being unnecessarily reduced.

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

【図1】この発明に係る斜張橋の防振構造を原理的に示
す図である。
FIG. 1 is a diagram showing in principle a vibration isolation structure of a cable-stayed bridge according to the present invention.

【図2】吊りワイヤの先端近傍部にダンパが接続された
状態を示す斜視図である。
FIG. 2 is a perspective view showing a state in which a damper is connected to a portion near a tip end of a suspension wire.

【図3】上下端を一部破断したダンパを示す縦断面図で
ある。
FIG. 3 is a longitudinal sectional view showing a damper in which upper and lower ends are partially broken.

【符号の説明】 1 シリンダ 3 ピストン部 7 ベースバルブ部 32 伸側調圧弁 33 圧側調圧弁 62a オリフィスを形成する細孔 72 伸側チェック弁 73 圧側チェック弁 B 橋本体 D ダンパ L 圧側油室 P メインポスト R リザーバ室 U 伸側油室 W 吊りワイヤ[Description of Signs] 1 cylinder 3 piston part 7 base valve part 32 expansion side pressure regulator 33 compression side pressure regulator 62a pore forming orifice 72 expansion side check valve 73 pressure side check valve B bridge body D damper L pressure side oil chamber P main Post R Reservoir chamber U Extension oil chamber W Suspension wire

フロントページの続き (72)発明者 向 弘晴 東京都調布市飛田給二丁目19番1号 鹿 島建設株式会社技術研究所内 (56)参考文献 特開 平3−110207(JP,A) (58)調査した分野(Int.Cl.7,DB名) E01D 1/00 E01D 11/00 Continuation of front page (72) Inventor Hiroharu Mukai 2-9-1-1, Tobita-shi, Chofu-shi, Tokyo Kashima Construction Co., Ltd. Technical Research Institute (56) References JP-A-3-110207 (JP, A) (58) Field surveyed (Int. Cl. 7 , DB name) E01D 1/00 E01D 11/00

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 メインポストに基端が接続される吊りワ
イヤと、該吊りワイヤの先端に接続される橋本体と、吊
りワイヤと橋本体との間に配在されるダンパと、を有し
てなり、ダンパの一端が吊りワイヤの先端近傍部に連結
され、ダンパの他端が橋本体に連結されてなる斜張橋の
防振構造において、ダンパが伸側油室及び圧側油室を区
画しながらシリンダ内で摺動するピストン部に伸側調圧
弁及び圧側調圧弁を有すると共に、シリンダ内の圧側油
室とシリンダ外のリザーバ室とを区画するベースバルブ
部に伸側チェック弁及び圧側チェック弁を有し、かつ、
シリンダ内の伸側油室とシリンダ外のリザーバ室との間
にピストン速度の微低速域の伸側作動時に所定の減衰作
用をするオリフィスを有してなることを特徴とする斜張
橋の防振構造。
1. A suspension wire having a base connected to a main post, a bridge body connected to a tip of the suspension wire, and a damper disposed between the suspension wire and the bridge body. In a vibration-isolating structure of a cable-stayed bridge in which one end of a damper is connected to a portion near a tip end of a suspension wire and the other end of the damper is connected to a bridge body, the damper divides an extension-side oil chamber and a compression-side oil chamber. The piston part which slides inside the cylinder while having the expansion side pressure regulating valve and the compression side pressure regulating valve, and the expansion side check valve and the pressure side check are provided in the base valve part which separates the compression side oil chamber in the cylinder and the reservoir chamber outside the cylinder. Having a valve, and
A cable-stayed bridge prevention device comprising an orifice having a predetermined damping function when the piston extends in a very low speed range of a piston speed, between an extension-side oil chamber in the cylinder and a reservoir chamber outside the cylinder. Swing structure.
JP7242420A 1995-08-28 1995-08-28 Cable-stayed bridge anti-vibration structure Expired - Fee Related JP3052992B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7242420A JP3052992B2 (en) 1995-08-28 1995-08-28 Cable-stayed bridge anti-vibration structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7242420A JP3052992B2 (en) 1995-08-28 1995-08-28 Cable-stayed bridge anti-vibration structure

Publications (2)

Publication Number Publication Date
JPH0959921A JPH0959921A (en) 1997-03-04
JP3052992B2 true JP3052992B2 (en) 2000-06-19

Family

ID=17088857

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7242420A Expired - Fee Related JP3052992B2 (en) 1995-08-28 1995-08-28 Cable-stayed bridge anti-vibration structure

Country Status (1)

Country Link
JP (1) JP3052992B2 (en)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20040015461A (en) * 2002-08-13 2004-02-19 주식회사 에스코테크놀로지 Vibration Damping Device of Cable Stayed Bridge
FR2854217B1 (en) * 2003-04-22 2006-07-21 Jarret Soc VIBRATION AND DISPLACEMENT DAMPER, ESPECIALLY FOR WINDING CABLES
FR2859260B1 (en) * 2003-09-03 2006-02-24 Freyssinet Int Stup DEVICE FOR DAMPING CABLE VIBRATION AND DAMPING METHOD THEREOF
FR3012193B1 (en) 2013-10-23 2015-12-18 Soletanche Freyssinet DEVICE FOR DAMPING THE VIBRATION OF A CABLE
FR3012479B1 (en) 2013-10-31 2016-01-01 Soletanche Freyssinet CABLES VIBRATION DAMPING DEVICE OF AN ART WORK SUSPENSION SYSTEM
FR3033803B1 (en) * 2015-03-16 2021-01-29 Soletanche Freyssinet CABLE VIBRATION DAMPING DEVICE
FR3049030B1 (en) 2016-03-18 2018-08-31 Soletanche Freyssinet IMPROVED DEVICE FOR DAMPING THE VIBRATION OF A CABLE, IN PARTICULAR A WASTE CABLE
CN106012835B (en) * 2016-05-12 2019-06-11 武汉泽瑞环科技开发有限公司 A kind of Cable Structure antivibration protective device based on circumferential wirerope
CN113175495B (en) * 2021-04-25 2023-01-10 中建七局第四建筑有限公司 Stay cable damping device and installation method
CN115451060A (en) * 2022-08-23 2022-12-09 湖南大学 Series rubber-steel wire rope combined vibration damper for cable structure

Also Published As

Publication number Publication date
JPH0959921A (en) 1997-03-04

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