JPH11350429A - Displacement restricting device of parallel cables - Google Patents

Displacement restricting device of parallel cables

Info

Publication number
JPH11350429A
JPH11350429A JP15746598A JP15746598A JPH11350429A JP H11350429 A JPH11350429 A JP H11350429A JP 15746598 A JP15746598 A JP 15746598A JP 15746598 A JP15746598 A JP 15746598A JP H11350429 A JPH11350429 A JP H11350429A
Authority
JP
Japan
Prior art keywords
cable
arm
arm body
parallel
distance
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.)
Pending
Application number
JP15746598A
Other languages
Japanese (ja)
Inventor
Kazuhiro Fujisawa
一裕 藤澤
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.)
Sumitomo Rubber Industries Ltd
Original Assignee
Sumitomo Rubber Industries Ltd
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 Sumitomo Rubber Industries Ltd filed Critical Sumitomo Rubber Industries Ltd
Priority to JP15746598A priority Critical patent/JPH11350429A/en
Publication of JPH11350429A publication Critical patent/JPH11350429A/en
Pending legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent displacement of parallel cables from increasing over an expected value, and effectively suppress a breakdown of a damper member without obstructing the vibration control effect of a vibration control rubber damping device. SOLUTION: This displacement restricting device of parallel cables is provided with fixing metal fittings 3A, 3B fixed to the parallel cables 2A, 2B, a first arm body 5A pivotally supported on one fixing metal fitting 3A at a first pivotally supporting point P1 around the axis in the same direction as the lengthwise direction of the cable, and a second arm body 5B pivotally supported on the other fixing metal fitting 3B at a pivotally supporting point P2. The first and second arm bodies 5A, 5B are connected together through a joint means 6 so that the distance L between the first and second pivotally supporting points P1, P2 is made variable and the maximum distance Lm is regulated.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、例えば斜張橋の主
塔と橋桁との間などに配される並列ケーブルの振動を抑
制する制振ゴムダンパ装置と併用され、このケーブル間
の変位の上限を拘束することにより前記制振ゴムダンパ
装置におけるダンパ部材の破壊を防止しうる並列ケーブ
ルの変位拘束装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is used in combination with a damping rubber damper device for suppressing the vibration of a parallel cable disposed between a main tower and a bridge girder of a cable-stayed bridge, for example, and the upper limit of the displacement between the cables. The present invention relates to a parallel cable displacement restraining device capable of preventing the damper member in the rubber damper device from being broken by restraining the damping member.

【0002】[0002]

【従来の技術及び発明が解決しようとする課題】図5
(A) に示すような斜張橋の橋桁b1を緊張するケーブル
a1、又は図5(B) に示すような長スパンの吊橋におけ
る橋桁b2を主塔間に架け渡される主ケーブルから吊下
げる吊下げ用のケーブルa2などにおいては、橋の巨大
化とともに複数本のケーブルを間隔を隔てて略平行に配
列した並列ケーブルが採用されている。
2. Description of the Related Art FIG.
A cable a1 for tensioning a bridge girder b1 of a cable-stayed bridge as shown in (A), or a bridge girder b2 for a long span suspension bridge as shown in FIG. 5B is suspended from a main cable bridged between main towers. For the cable a2 for lowering and the like, a parallel cable in which a plurality of cables are arranged in a substantially parallel manner at intervals is adopted with the enlargement of the bridge.

【0003】このような並列ケーブルにおいて、例えば
50mを超えるようなケーブル長さになると、図6に示
すように、並列するケーブルc1、c2間を継ぐX方向
又はこのX方向に近い斜方向からの風によって、風上側
のケーブルc1の背後にカルマン渦が発生し、風下側の
ケーブルc2が激しく振動することがある。
[0003] In such a parallel cable, when the cable length exceeds, for example, 50 m, as shown in FIG. 6, the cable from the X direction connecting between the parallel cables c 1 and c 2 or an oblique direction close to the X direction. The wind may generate Karman vortices behind the cable c1 on the windward side, and the cable c2 on the leeward side may vibrate violently.

【0004】その振動は、従来、前記X方向と直角なY
方向の向きの振動が問題視されてきたが、風向、風速に
よっては前記X方向の振動も観察されている。これらの
振動は、ケーブル自体が持っている構造減衰が小さいた
め、風による僅かな周期的外乱が続くと、振動が成長し
て大振幅となりケーブル端末の固着部などにおいて曲げ
疲労により破壊するおそれがある。
[0004] Conventionally, the vibration is caused by the Y direction perpendicular to the X direction.
Although the vibration in the direction of the direction has been regarded as a problem, the vibration in the X direction has also been observed depending on the wind direction and the wind speed. These vibrations have small structural damping of the cable itself, so if a slight periodic disturbance due to the wind continues, the vibrations will grow and become large amplitude, and there is a risk of breaking due to bending fatigue at the fixed part of the cable terminal. is there.

【0005】そこで、例えば図7に示すように、高減衰
ゴム材を用いた種々の制振ゴムダンパ装置dが提案され
ている。同図には、各ケーブルc1、c2に固定した固
定金具g1、g2間を、高減衰ゴム材からなる円盤状の
ダンパ部材i1を有する制振具iによって連結する構造
のものが示されており、このものは、X方向のケーブル
cの変形が直接ダンパ部材i1のX方向の変形になり、
又Y方向のケーブルcの変形が直接ダンパ部材i1のY
方向の変形になるため、X、Y方向ともに制振効果を発
揮できる。
Therefore, as shown in FIG. 7, for example, various damping rubber dampers d using a high damping rubber material have been proposed. FIG. 1 shows a structure in which fixing members g1 and g2 fixed to the cables c1 and c2 are connected by a vibration damper i having a disk-shaped damper member i1 made of a high-damping rubber material. In this case, the deformation of the cable c in the X direction is directly the deformation of the damper member i1 in the X direction,
The deformation of the cable c in the Y direction is directly caused by the Y of the damper member i1.
Since the deformation occurs in the direction, the vibration damping effect can be exhibited in both the X and Y directions.

【0006】しかし、制振ゴムダンパ装置dでは、一般
に、ケーブルc1、c2の相対変位を想定して、ダンパ
部材i1の形状、寸法等を設定しているため、想定した
以上の変位がケーブルに生じた場合にダンパ部材i1を
破壊してしまうという重大な問題がある。
However, in the damping rubber damper device d, the shape and dimensions of the damper member i1 are generally set in consideration of the relative displacement of the cables c1 and c2. In such a case, there is a serious problem that the damper member i1 is broken.

【0007】そこで本発明は、ケーブルの変位が想定し
た以上に増加したときこのケーブルの変位を拘束し、制
振ゴムダンパ装置におけるダンパ部材の破壊を防止しう
る並列ケーブルの変位拘束装置の提供を目的としてい
る。
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a displacement restraining device for a parallel cable capable of restraining the displacement of the cable when the displacement of the cable increases more than expected and preventing the damper member in the rubber damper device from being broken. And

【0008】[0008]

【課題を解決するための手段】前記目的を達成するため
に、本発明の並列ケーブルの変位拘束装置は、間隔を隔
てて並列された各ケーブルに夫々固定される固定金具
と、一方の固定金具に前記ケーブルの長さ方向と同方向
の軸心周りで傾動可能に第1の枢支点で枢支される第1
のアーム体と、他方の固定金具に前記ケーブルの長さ方
向と同方向の軸心周りで傾動可能に第2の枢支点で枢支
される第2のアーム体とを有し、この第1、第2のアー
ム体を、前記第1、第2の枢支点間の距離を変化可能か
つ最大距離を規制する継ぎ手段により連結したことを特
徴としている。
In order to achieve the above object, a displacement restraining device for a parallel cable according to the present invention comprises: a fixing bracket fixed to each of the cables arranged in parallel at a distance; First pivotally supported at a first pivot point so as to be tiltable about an axis in the same direction as the length direction of the cable.
And a second arm which is pivotally supported at a second pivot point on the other fixture so as to be tiltable about an axis in the same direction as the length direction of the cable. , The second arm body is connected by a joining means that can change the distance between the first and second pivot points and regulates the maximum distance.

【0009】なお前記継ぎ手段として、第1のアーム体
の長さ方向に設けた両端閉止の溝部と、第2のアーム体
に設けられ前記溝部を抜け落ち不能にスライドするスラ
イド片とで構成することができ、又前記第1のアーム体
と第2のアーム体とを折曲がり可能に連結することが、
制振ゴムダンパ装置の機能を損ねないために好ましい。
It is to be noted that the joint means is constituted by a groove portion which is provided in the longitudinal direction of the first arm member and which is closed at both ends, and a slide piece which is provided in the second arm member and which slides through the groove portion so as not to fall off. And the first arm body and the second arm body can be bent and connected to each other.
This is preferable so as not to impair the function of the damping rubber damper device.

【0010】[0010]

【発明の実施の形態】以下、本発明の並列ケーブルの変
位拘束装置の実施の一形態が、制振ゴムダンパ装置と併
用され、この制振ゴムダンパ装置におけるダンパ部材の
破壊を防止するために用いる場合を図面に基づき説明す
る。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, an embodiment of a displacement restraining device for a parallel cable according to the present invention is used together with a damping rubber damper device to prevent the damper member in the damping rubber device from being broken. Will be described based on the drawings.

【0011】図1において、本実施形態の並列ケーブル
の変位拘束装置1(以下、「変位拘束装置1」という)
は、間隔を隔てて略平行に配される本例では2本のケー
ブル2A、2Bをそれぞれ固定する固定金具3A、3B
と、一方の固定金具3Aに第1の枢支点P1で枢支され
る第1のアーム体5Aと、他方の固定金具3Bに第2の
枢支点P2で枢支される第2のアーム体5Bと、この第
1、第2のアーム体5A、5Bを、前記第1、第2の枢
支点P1、P2間の距離Lを変化可能に連結する継ぎ手
段6とによって構成している。
In FIG. 1, a displacement restraining device 1 for parallel cables according to the present embodiment (hereinafter referred to as "displacement restraining device 1").
Are fixing brackets 3A, 3B for fixing the two cables 2A, 2B, respectively, in this example, which are arranged substantially in parallel at intervals.
A first arm body 5A pivotally supported by one fixing bracket 3A at a first pivot point P1, and a second arm body 5B pivotally supported by a second fixing bracket 3B at a second pivot point P2. And the joining means 6 for connecting the first and second arm bodies 5A and 5B so that the distance L between the first and second pivot points P1 and P2 can be changed.

【0012】なお以下に、前記ケーブル2A、2Bを総
称するときケーブル2、固定金具3A、3Bを総称する
とき固定金具3、第1、第2のアーム体5A、5Bを総
称するときアーム体5という場合があり、又ケーブル2
の長さ方向Zと直角な面内において、ケーブル2A、2
B間を継ぐ向きをX方向、前記面内でX方向と直交する
向きをY方向という場合がある。
In the following, the cable 2 is used to generically refer to the cables 2A and 2B, the fixture 3 is used to generically refer to the fixing brackets 3A and 3B, and the arm 5 is used to refer to the first and second arm members 5A and 5B. And cable 2
Cables 2A, 2A in a plane perpendicular to the length direction Z
There is a case where a direction connecting between B is an X direction and a direction orthogonal to the X direction in the plane is a Y direction.

【0013】又前記制振ゴムダンパ装置20は、各ケー
ブル2に取付く取付け金具21と、この取付け金具2
1、21間を継ぐ制振具22とを具え、前記変位拘束装
置1と近接した位置に配される。
The vibration damping rubber damper device 20 includes a mounting bracket 21 for mounting to each cable 2,
1 and 21 are provided at a position close to the displacement restraint device 1.

【0014】前記ケーブル2は、本例では、前記図5
(A) 、(B) に示したような斜張橋、吊り橋などの橋桁を
緊張状態で吊設する長尺体であり、金属又は繊維コード
を撚り合わせたロープ、又は単一の金属線からなるワイ
ヤによって形成される。
In the present embodiment, the cable 2
It is a long body that hangs a bridge girder such as a cable-stayed bridge or suspension bridge as shown in (A) or (B) in tension, and is made of a rope with a twisted metal or fiber cord, or a single metal wire. Formed by wires.

【0015】又前記変位拘束装置1の固定金具3は、本
例では、前記ケーブル2を囲む筒状の本体部7を有し、
この本体部7は、着脱を容易にするためケーブル2の長
さ方向Zに沿って二分割される分割片7a、7aによっ
て形成される。この分割片7a、7aをボルト等を用い
て相互に固定し、かつ締付けることによってケーブル2
に強固に固着される。また本体部7には、一方の分割片
7aから他方のケーブル2に向かってX方向に突出する
取付け部8が設けられる。
In the present embodiment, the fixture 3 of the displacement restraint device 1 has a cylindrical main body 7 surrounding the cable 2.
The main body 7 is formed by divided pieces 7a, 7a that are divided into two along the length direction Z of the cable 2 to facilitate attachment and detachment. The divided pieces 7a, 7a are fixed to each other using bolts and the like, and tightened to form a cable 2a.
Firmly adhered to. Further, the main body 7 is provided with a mounting portion 8 which protrudes in the X direction from one of the divided pieces 7a toward the other cable 2.

【0016】一方の固定金具3Aに形成される前記取付
け部8は、本例では、互いに平行な一対の取付け片9
A、9Aから形成され、この取付け片9Aに取付く支軸
10Aにより、前記第1のアーム体5Aの外端部を、ケ
ーブル2の長さ方向Zと同方向の軸心周りで傾動可能に
第1の枢支点P1で枢支している。なお第1のアーム体
5Aは、本例では取付け片9A、9A間で挟まれる1枚
の板状体で形成している。
In the present embodiment, the mounting portion 8 formed on one fixing bracket 3A is a pair of mounting pieces 9 parallel to each other.
A, 9A, and an outer end of the first arm body 5A can be tilted around an axis in the same direction as the length direction Z of the cable 2 by a support shaft 10A attached to the attachment piece 9A. It pivots at the first pivot point P1. In this example, the first arm body 5A is formed of a single plate-like body sandwiched between the mounting pieces 9A.

【0017】又他方の固定金具3Bに形成される前記取
付け部8は、一枚の取付け片9Bからなり、この取付け
片9Bに取付く支軸10Bにより、第2のアーム体5B
の外端部を、ケーブル2の長さ方向Zと同方向の軸心周
りで傾動可能に第2の枢支点P2で枢支している。この
第2のアーム体5Bは、本例では取付け片9Bを挟む2
枚の板状体11、11からなり、この板状体11は、前
記第1のアーム体5Aと取付け片9Bとの厚さを略同一
とすることにより互いに平行に配される。
The mounting portion 8 formed on the other fixing bracket 3B is composed of a single mounting piece 9B, and the second arm 5B is supported by a support shaft 10B mounted on the mounting piece 9B.
Is pivotally supported at a second pivot point P2 so as to be tiltable about an axis in the same direction as the length direction Z of the cable 2. In this example, the second arm body 5B holds the mounting piece 9B.
The first arm body 5A and the mounting piece 9B have substantially the same thickness, and are arranged in parallel with each other.

【0018】次に、前記継ぎ手段6は、本例では、第1
のアーム体5Aの長さ方向に設けた両端閉止の溝部12
と、第2のアーム体5Bに設けられ前記溝部12を抜け
落ち不能にスライドするスライド片13とから形成され
る。
Next, in the present embodiment, the joining means 6 comprises a first
Grooves 12 with both ends closed provided in the length direction of the arm body 5A
And a slide piece 13 provided on the second arm body 5B and slidably falling through the groove 12.

【0019】詳しく説明すると、前記溝部12は、本例
では、前記第1のアーム体5Aに穿設されかつアーム体
5Aの長さ方向にのびる長孔からなる。又スライド片1
3は、前記長孔をZ方向に挿通する丸軸状のピン体によ
って形成され、このピン体の両端は、前記アーム体5B
をなす板状体11、11に保持される。
More specifically, in the present embodiment, the groove 12 is formed by an elongated hole formed in the first arm 5A and extending in the length direction of the arm 5A. Also slide piece 1
Numeral 3 is formed by a pin having a round shaft shape passing through the elongated hole in the Z direction, and both ends of the pin are connected to the arm 5B.
Are held by the plate-like bodies 11, 11.

【0020】従って、スライド片13は、図2に示すよ
うに、溝部12をその一端12aから他端12bまで自
在に抜け落ち不能にスライドでき、このスライドに伴い
第1、第2の枢支点P1、P2間の距離Lを自在に変化
しうるとともに、前記スライド片13が他端12bに当
接することにより距離Lの最大(最大距離Lm)を規制
する。
Therefore, as shown in FIG. 2, the slide piece 13 can slide freely from the one end 12a to the other end 12b of the groove 12 so as not to fall off. The first and second pivot points P1, P1 The distance L between P2 can be freely changed, and the maximum of the distance L (maximum distance Lm) is regulated by the slide piece 13 abutting on the other end 12b.

【0021】本例では、前記継ぎ手段6は、丸軸状のス
ライド片13が長孔状の溝部12を挿通することによ
り、第1のアーム体5Aと第2のアーム体5BとをZ方
向の軸心P3周りで折曲がり可能に連結している。従っ
て、変位拘束装置1は、ケーブル2の変動が前記最大距
離Lm未満の範囲では、この変動がX方向とY方向とを
組み合わせた自在な向きに生じる場合にも、制振ゴムダ
ンパ装置20による制振効果を阻害することなく前記変
動に円滑に追従しうる。
In this embodiment, the connecting means 6 moves the first arm member 5A and the second arm member 5B in the Z direction by inserting the round shaft-shaped slide piece 13 through the elongated groove portion 12. Are connected so as to be able to be bent around the axis P3. Therefore, the displacement restricting device 1 can control the vibration of the cable 2 by using the vibration damping rubber damper device 20 even when the fluctuation occurs in a free direction combining the X direction and the Y direction when the fluctuation of the cable 2 is less than the maximum distance Lm. The fluctuation can be smoothly followed without obstructing the vibration effect.

【0022】又ケーブル2の変動が前記最大距離Lmに
達した時には、第1、第2のアーム体5A、5Bがのび
きった状態となり、前記変動が前記最大距離Lm以上に
増大するのを確実に拘束し、制振ゴムダンパ装置20が
破壊するのを防止する。なお最大距離Lmは、制振ゴム
ダンパ装置20の安全限度以下に設定する。
When the fluctuation of the cable 2 reaches the maximum distance Lm, the first and second arm bodies 5A and 5B are in a stretched state, so that the fluctuation does not increase beyond the maximum distance Lm. The vibration damping device 20 is securely restrained and is prevented from being broken. The maximum distance Lm is set to be equal to or less than the safety limit of the rubber damper device 20.

【0023】又前記制振ゴムダンパ装置20は、取付け
金具21、21間を制振具22によって連結してなり、
取付け金具21は、前記固定金具3と同様にケーブル2
を取囲みかつ締付けて固定する筒状をなす。又制振具2
2は、減衰性ゴム材からなるダンパ部材23と、このダ
ンパ部材23に一端が固着されかつ他端が各取付け金具
21に固着される連結片24、24とを具える。
Further, the vibration damping rubber damper device 20 is constituted by connecting the mounting brackets 21 with a vibration damper 22.
The mounting bracket 21 is a cable 2 similar to the fixing bracket 3.
Is formed in a cylindrical shape which surrounds and is fastened and fixed. Also damper 2
Reference numeral 2 includes a damper member 23 made of an attenuating rubber material, and connecting pieces 24, 24 having one end fixed to the damper member 23 and the other end fixed to each mounting bracket 21.

【0024】前記ダンパ部材23は、本例では、その中
心線が前記ケーブル2の長さ方向Zと同方向に向く円柱
状をなし、前記ケーブル2、2間の略中央に配される。
このダンパ部材23は、高減衰性ゴムによって形成され
た弾性体であり、例えば内部損失(tan δ)の値を0.
2以上かつ0.7以下に設定するのが好ましい。一般
に、制振効果は、ダンパ部材23の内部損失(tan δ)
に略比例し、内部損失(tan δ)の値が大きいほど振動
を吸収するため、前記内部損失(tan δ)が0.2未満
では振動吸収能力が小さいため制振効果が低下しがちと
なる。なおtan δが0.7をこえても制振効果の向上が
あまり期待できない。より好ましくは、前記ダンパ主部
6の内部損失(tan δ)の値を0.3〜0.5の範囲と
する。なお、前記内部損失(tan δ)の値は、岩本製作
所製粘弾性スペクトロメータにて温度70℃、初期伸張
10%、動歪み±1.0%、周波数10Hzの条件下で
測定した値である。
In the present embodiment, the damper member 23 has a columnar shape whose center line is oriented in the same direction as the length direction Z of the cable 2 and is disposed substantially at the center between the cables 2 and 2.
The damper member 23 is an elastic body formed of a highly damping rubber, and for example, has an internal loss (tan δ) of 0.1.
It is preferably set to 2 or more and 0.7 or less. Generally, the damping effect is determined by the internal loss (tan δ) of the damper member 23.
And the larger the value of the internal loss (tan δ), the more the vibration is absorbed. If the internal loss (tan δ) is less than 0.2, the vibration absorbing effect is small and the vibration damping effect tends to decrease. . Even if tan δ exceeds 0.7, the improvement of the damping effect cannot be expected much. More preferably, the value of the internal loss (tan δ) of the damper main part 6 is set in the range of 0.3 to 0.5. The value of the internal loss (tan δ) is a value measured with a viscoelastic spectrometer manufactured by Iwamoto Seisakusho under the conditions of a temperature of 70 ° C., an initial elongation of 10%, a dynamic strain of ± 1.0%, and a frequency of 10 Hz. .

【0025】この制振ゴムダンパ装置20は、X方向の
変動(振動)に際してダンパ部材23が圧縮・引張変形
し、又Y方向の変動に際して剪断変形し、そのときのゴ
ムの内部損失(tan δ)によりそれぞれの振動を減衰さ
せる。なおダンパ部材23には、X方向のバネ定数Kx
とY方向のバネ定数Kyとの比Kx/Kyを1.0に近
づけるために、Z方向に貫通する貫通孔(図示しない)
を1以上形成しても良い。
In the vibration damping rubber damper device 20, the damper member 23 undergoes compressive / tensile deformation upon fluctuation (vibration) in the X direction and shear deformation upon fluctuation in the Y direction, and the internal loss (tan δ) of rubber at that time. Attenuates each vibration. The damper member 23 has a spring constant Kx in the X direction.
A through hole (not shown) penetrating in the Z direction in order to make the ratio Kx / Ky of the spring constant Ky in the Y direction close to 1.0.
May be formed one or more times.

【0026】次に、変位拘束装置1における前記継ぎ手
段6の他の例を、図3、4に示す。図3(A) では、第1
のアーム体5Aを断面略コ字状の板状体で形成すること
により、その一側面側で開口してのびる溝部12を形成
し、この溝部12の両端は、例えばストッパー片14に
よって閉止している。又スライド片13は、前記溝部1
2内に遊挿されるブロック状をなし、前記溝部12の開
口からは、第2のアーム体5Bを固定する取付け部13
Aを突出している。従って、第1、第2のアーム体5
A、5Bは、前記距離Lを変化可能に連結される。各ア
ーム体5A、5Bは、各枢支点P1、P2の周りで傾動
可能であるため、種々の向きの変動にもある程度追従し
うるが、制振効果の観点からは、前述の如く折れ曲がり
可能に連結することが好ましく、そのために図3(B) に
示すように、第2のアーム体5BをZ方向の軸心P3周
りで傾動可能に前記取付け部13Aに枢着することがで
きる。
Next, another example of the joining means 6 in the displacement restraining device 1 is shown in FIGS. In FIG. 3A, the first
5A is formed as a plate-like body having a substantially U-shaped cross section, thereby forming a groove portion 12 which is opened on one side surface and extends, and both ends of the groove portion 12 are closed by, for example, stopper pieces 14. I have. The slide piece 13 is provided in the groove 1.
2, a mounting portion 13 for fixing the second arm body 5B through the opening of the groove portion 12.
A protrudes. Therefore, the first and second arm members 5
A and 5B are connected so that the distance L can be changed. Since each of the arms 5A and 5B can be tilted around each of the pivot points P1 and P2, the arms 5A and 5B can follow variations in various directions to some extent. However, from the viewpoint of the vibration damping effect, the arms 5A and 5B can be bent as described above. Preferably, the second arm body 5B can be pivotally attached to the mounting portion 13A so as to be tiltable about an axis P3 in the Z direction, as shown in FIG. 3B.

【0027】図4では、第1のアーム体5Aに両端開放
の溝部12を形成するとともに、第2のアーム体5B自
体を前記溝部12内にスライド可能に遊挿し、距離Lを
変化可能に連結している。又第2のアーム体5Bの例え
ば端縁に、溝部12の端部と当接して最大距離Lmを規
制するストッパ片14を突設している。このように、継
ぎ手段6としは、本例以外にも種々の構造のものが採用
できる。
In FIG. 4, a groove 12 having both ends open is formed in the first arm 5A, and the second arm 5B itself is slidably inserted into the groove 12 so that the distance L can be changed. doing. Further, a stopper piece 14 that protrudes from, for example, an edge of the second arm body 5B to restrict the maximum distance Lm by contacting the end of the groove 12 is provided. As described above, as the splicing means 6, those having various structures other than this example can be adopted.

【0028】[0028]

【発明の効果】本発明の並列ケーブルの変位拘束装置
は、叙上の如く構成しているため、ケーブルの変位が想
定した以上に増大するのを確実に防止でき、制振ゴムダ
ンパ装置における制振効果を阻害することなくそのダン
パ部材の破壊を効果的に抑制しうる。
Since the parallel cable displacement restraining device of the present invention is constructed as described above, the displacement of the cable can be reliably prevented from increasing more than expected, and the vibration damping device in the rubber damper device is used. Destruction of the damper member can be effectively suppressed without impairing the effect.

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

【図1】本発明の実施の一形態を示す斜視図である。FIG. 1 is a perspective view showing an embodiment of the present invention.

【図2】その断面図である。FIG. 2 is a sectional view thereof.

【図3】(A) 、(B) は、継ぎ手段の他の例を示す部分斜
視図である。
FIGS. 3A and 3B are partial perspective views showing another example of the joining means.

【図4】継ぎ手段のさらに他の例を示す部分斜視図であ
る。
FIG. 4 is a partial perspective view showing still another example of the joining means.

【図5】(A) 、(B) は、並列ケーブルの変位拘束装置が
使用される斜張橋及び吊橋の一例を示す斜視図である。
FIGS. 5A and 5B are perspective views showing an example of a cable-stayed bridge and a suspension bridge in which a displacement constraint device for parallel cables is used.

【図6】そのケーブルの振動を説明する断面図である。FIG. 6 is a cross-sectional view illustrating vibration of the cable.

【図7】制振ゴムダンパ装置の一例を示す斜視図であ
る。
FIG. 7 is a perspective view showing an example of a damping rubber damper device.

【符号の説明】[Explanation of symbols]

2、2A、2B ケーブル 3、3A、3B 固定金具 5A 第1のアーム体 5B 第2のアーム体 6 継ぎ手段 12 溝部 13 スライド片 L 枢支点間の距離 Lm 最大距離 P1 第1の枢支点 P2 第2の枢支点 2, 2A, 2B Cable 3, 3A, 3B Fixing bracket 5A First arm body 5B Second arm body 6 Joint means 12 Groove 13 Slide piece L Distance between pivot points Lm Maximum distance P1 First pivot point P2 2 pivot points

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】間隔を隔てて並列された各ケーブルに夫々
固定される固定金具と、一方の固定金具に前記ケーブル
の長さ方向と同方向の軸心周りで傾動可能に第1の枢支
点で枢支される第1のアーム体と、他方の固定金具に前
記ケーブルの長さ方向と同方向の軸心周りで傾動可能に
第2の枢支点で枢支される第2のアーム体とを有し、こ
の第1、第2のアーム体を、前記第1、第2の枢支点間
の距離を変化可能かつ最大距離を規制する継ぎ手段によ
り連結したことを特徴とする並列ケーブルの変位拘束装
置。
A first fixing point fixed to each of the cables arranged in parallel at a distance, and a first pivot point which can be tilted to one of the fixing pieces about an axis in the same direction as the length direction of the cable. A first arm body pivotally supported by a second arm body pivotally supported at a second pivot point on the other fixing bracket so as to be tiltable around an axis in the same direction as the length direction of the cable. Wherein the first and second arm members are connected by a joining means which can change the distance between the first and second pivot points and regulates the maximum distance. Restraint device.
【請求項2】前記継ぎ手段は、第1のアーム体の長さ方
向に設けた両端閉止の溝部と、第2のアーム体に設けら
れ前記溝部を抜け落ち不能にスライドするスライド片と
からなることを特徴とする請求項1記載の並列ケーブル
の変位拘束装置。
2. The splicing means comprises a groove provided in the longitudinal direction of the first arm and having both ends closed, and a slide piece provided in the second arm and slidable through the groove. The parallel cable displacement restraining device according to claim 1, wherein:
【請求項3】前記継ぎ手段は、第1のアーム体と第2の
アーム体とが折曲がり可能に連結することを特徴とする
請求項1又は2記載の並列ケーブルの変位拘束装置。
3. The parallel cable displacement restraining device according to claim 1, wherein said splicing means connects the first arm body and the second arm body in a bendable manner.
JP15746598A 1998-06-05 1998-06-05 Displacement restricting device of parallel cables Pending JPH11350429A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15746598A JPH11350429A (en) 1998-06-05 1998-06-05 Displacement restricting device of parallel cables

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15746598A JPH11350429A (en) 1998-06-05 1998-06-05 Displacement restricting device of parallel cables

Publications (1)

Publication Number Publication Date
JPH11350429A true JPH11350429A (en) 1999-12-21

Family

ID=15650272

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15746598A Pending JPH11350429A (en) 1998-06-05 1998-06-05 Displacement restricting device of parallel cables

Country Status (1)

Country Link
JP (1) JPH11350429A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005049923A1 (en) * 2003-11-12 2005-06-02 Freyssinet Device for damping vibrations of a guy-cable array for an engineering construction and corresponding damping method
CN106192723A (en) * 2016-07-01 2016-12-07 中铁大桥勘测设计院集团有限公司 A kind of rigidity and viscosity combination restraining structure and method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005049923A1 (en) * 2003-11-12 2005-06-02 Freyssinet Device for damping vibrations of a guy-cable array for an engineering construction and corresponding damping method
JP2005146837A (en) * 2003-11-12 2005-06-09 Freyssinet Internatl Stup Device attenuating vibration of a plurality of stay sheets of building and damping method corresponding thereto
US7631384B2 (en) 2003-11-12 2009-12-15 Freyssinet Device for damping vibrations of a guy-cable array for an engineering construction and corresponding damping method
JP4504716B2 (en) * 2003-11-12 2010-07-14 フレシネ Apparatus for damping vibrations of a plurality of sheets of a building and a damping method corresponding thereto
CN106192723A (en) * 2016-07-01 2016-12-07 中铁大桥勘测设计院集团有限公司 A kind of rigidity and viscosity combination restraining structure and method

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