JPH03194008A - Cable for high damping structure - Google Patents

Cable for high damping structure

Info

Publication number
JPH03194008A
JPH03194008A JP1331163A JP33116389A JPH03194008A JP H03194008 A JPH03194008 A JP H03194008A JP 1331163 A JP1331163 A JP 1331163A JP 33116389 A JP33116389 A JP 33116389A JP H03194008 A JPH03194008 A JP H03194008A
Authority
JP
Japan
Prior art keywords
cable
damping
deformation
energy loss
internal energy
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
JP1331163A
Other languages
Japanese (ja)
Inventor
Koichi Inoue
幸一 井上
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP1331163A priority Critical patent/JPH03194008A/en
Publication of JPH03194008A publication Critical patent/JPH03194008A/en
Pending legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)
  • Ropes Or Cables (AREA)

Abstract

PURPOSE:To enhance the damping characteristic of a cable material itself so as to reduce vibration and to facilitate the attachment and maintenance management by disposing a material which exhibits a historical damping caused by an internal energy loss accompanied with a deformation, among structural cable strands. CONSTITUTION:A plurality of layers each composed of a plurality of cable strands 1 are bundled coaxially, and a damping material 2 which is made of a high damping rubber or the like used for the building construction or the like and which exhibits a historical damping caused by an internal energy loss accompanied with a deformation of the cable, is disposed between the each adjacent layers. A shape holding taping 3 is wound around the bundle of cable strands 1 disposed thereamong with the damping material 2. With this arrangement, it is possible to obtain a high damping structure cable which is excellent in workability and which facilitates the maintenance management without deteriorating the aesthetic.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、橋梁や建築構造物の吊構造の吊材としての構
造用ケーブルに係るものである。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Field of Application) The present invention relates to a structural cable used as a suspension material for a suspension structure of a bridge or building structure.

(従来の技術) 吊橋のハンガーローブや斜張橋の斜張ケーブル、あるい
は建築構造物の吊屋根の吊材などに使用される構造用ケ
ーブルは、それ自身の減衰が性能が極めて小さいため、
風その他の動的な作用により振動することが多い。この
ような振動は静的あるいは疲労強度などに関する安全性
に対するばかりでなく、利用者が不安感を抱くなど使用
上においても、重大な問題となっている。
(Prior art) Structural cables used for hanger lobes of suspension bridges, cable-stayed cables for cable-stayed bridges, or hanging materials for suspended roofs of architectural structures have extremely low attenuation performance.
Often vibrates due to wind or other dynamic effects. Such vibrations pose a serious problem not only in terms of safety in terms of static or fatigue strength, but also in terms of use, such as making users feel uneasy.

従来は、上記のような振動を低減するために、オイルダ
ンパーや制振ワイヤー等の外的な減衰付加装置を構造用
ケーブルに取付けることにより、外部から減衰を付加し
ていた。
Conventionally, in order to reduce the above-mentioned vibrations, damping was applied from the outside by attaching an external damping device such as an oil damper or a damping wire to the structural cable.

(発明が解決しようとする話題)。(The topic that the invention seeks to solve).

前記従来の方法のように外部的に減衰を付加する場合、
建築限界や構造上の制約などから減衰を付加する装置の
設置箇所が限定されて構造が複雑になったり、種々の振
動モードに対応するため多数設置しなければならないな
どの問題があった。
When adding attenuation externally as in the conventional method,
Due to building limits and structural constraints, the locations where damping devices can be installed are limited, making the structure complex, and a large number of devices must be installed to accommodate various vibration modes.

また、制振装置の取付は工事に多大な労力を要するなど
の施工性の問題、オイルダンパーなど油圧機器を使用す
る場合の維持管理の問題、さらには、構造物の美観上の
問題があった。
In addition, there were problems with workability such as the installation of vibration damping devices requiring a large amount of labor, maintenance problems when using hydraulic equipment such as oil dampers, and problems with the aesthetic appearance of the structure. .

本発明は前記従来技術の有する問題点に鑑みて提案され
たもので、その目的とする処は、施工性に優れ、維持管
理が容易で、美観を損なうことのない高減衰構造用ケー
ブルを提供する点にある。
The present invention has been proposed in view of the problems of the prior art, and its purpose is to provide a highly attenuated structural cable that has excellent workability, is easy to maintain, and does not impair its aesthetic appearance. It is in the point of doing.

(課題を解決するための手段) 本発明は前記の目的を達成するため、構造用ケーブルの
素線間に、変形に伴う内部エネルギーロスによる履歴減
衰を発揮する材料を配置して構成されている。
(Means for Solving the Problems) In order to achieve the above object, the present invention is constructed by disposing a material that exhibits hysteresis damping due to internal energy loss due to deformation between the strands of a structural cable. .

(作用) 本発明に係る構造用ケーブルは前記したように、同ケー
ブル素線間に変形に伴なう内部エネルギーロスによる履
歴減衰を発揮する材料を介装したことによって、構造ケ
ーブル自体の内部減衰が高められ、振動が低減されるも
のである。
(Function) As described above, the structural cable according to the present invention has internal attenuation of the structural cable itself by interposing a material that exhibits hysteretic attenuation due to internal energy loss due to deformation between the wires of the cable. is increased and vibration is reduced.

(実施例) 以下本発明を斜張橋や吊構造建築用に使用されるパラレ
ルワイヤストランドに適用した実施例について説明する
(Example) An example in which the present invention is applied to a parallel wire strand used for a cable-stayed bridge or suspended structure construction will be described below.

(1)はケーブル素線で、夫々複数の同素線(1)より
なる複数の層が同心状に集束され、相隣るケーブル素線
(1)の層間に、建築等において用いられる高減衰ゴム
(H4gh Damprng Rubber)等よりな
るケーブルの変形に伴う内部エネルギーロスによる履歴
減衰を発揮する減衰材(2)が介装されている。
(1) is a cable wire, in which multiple layers each consisting of a plurality of homogeneous wires (1) are concentrically focused, and a high attenuation cable used in construction, etc. is placed between the layers of adjacent cable wires (1). A damping material (2) made of rubber (H4gh Damprung Rubber) or the like is interposed to exhibit hysteresis damping due to internal energy loss accompanying deformation of the cable.

図中(3)は前記減衰材(2)を配置したケーブル素線
(1)の束の外周に捲装された、同書の保形用テーピン
グ(3)である。
In the figure, (3) is the shape-retaining taping (3) of the same book, which is wrapped around the outer periphery of a bundle of cable wires (1) on which the damping material (2) is arranged.

図示の実施例は前記したように構成されているので、ケ
ーブル材に内装された減衰材(2)によってケーブル材
自体の減衰性能が高められ、同ケーブル材の振動が低減
されるものである。
Since the illustrated embodiment is constructed as described above, the damping material (2) incorporated in the cable material increases the damping performance of the cable material itself and reduces the vibration of the cable material.

なお減衰材(2)の配置は前記実施例に限られるもので
はなく、ケーブル材の曲げに伴って剪断変形を生起する
ような配置であればよい。
Note that the arrangement of the damping material (2) is not limited to that in the above embodiment, and may be any arrangement that causes shear deformation as the cable material is bent.

(発明の効果) 本発明によれば前記したように、構造用ケーブルの素線
間に、変形に伴う内部エネルギーロスによる履歴減衰を
発揮する材料を介装して構成したことによって、ケーブ
ル材自体の減衰性能を高め、外的な減衰付加装置を設置
することなく前記ケーブルの振動を低減しうるものであ
り、従って構造が簡単で取付作業が容易で、維持、管理
作業を要することなく、また美観を損なうこともない。
(Effects of the Invention) According to the present invention, as described above, by interposing a material that exhibits hysteretic attenuation due to internal energy loss due to deformation between the wires of a structural cable, the cable material itself It is possible to improve the damping performance of the cable and reduce the vibration of the cable without installing an external damping device. Therefore, the structure is simple, the installation work is easy, and the maintenance and management work is not required. It does not spoil the beauty.

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

第1図は本発明に係る高減衰構造用ケーブルの一実施例
を示す縦断面図、第2図は第1図の矢視■−■図である
。 (1)・・・ケーブル素線、 (2)・・・減衰材。
FIG. 1 is a vertical cross-sectional view showing an embodiment of a cable for high attenuation structure according to the present invention, and FIG. 2 is a view taken along arrows 1--2 in FIG. (1)... Cable wire, (2)... Damping material.

Claims (1)

【特許請求の範囲】[Claims] 構造用ケーブルの素線間に、変形を伴う内部エネルギー
ロスによる履歴減衰を発揮する材料を介装してなること
を特徴とする高減衰構造用ケーブル。
A high-attenuation structural cable characterized by interposing a material that exhibits hysteretic attenuation due to internal energy loss accompanied by deformation between the strands of the structural cable.
JP1331163A 1989-12-22 1989-12-22 Cable for high damping structure Pending JPH03194008A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1331163A JPH03194008A (en) 1989-12-22 1989-12-22 Cable for high damping structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1331163A JPH03194008A (en) 1989-12-22 1989-12-22 Cable for high damping structure

Publications (1)

Publication Number Publication Date
JPH03194008A true JPH03194008A (en) 1991-08-23

Family

ID=18240584

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1331163A Pending JPH03194008A (en) 1989-12-22 1989-12-22 Cable for high damping structure

Country Status (1)

Country Link
JP (1) JPH03194008A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0573012U (en) * 1992-03-13 1993-10-05 三菱重工業株式会社 Cable damping device for cable-stayed bridge
FR2832479A1 (en) * 2001-11-19 2003-05-23 Maurer Friedrich Soehne DAMPING DEVICE FOR CABLE
JP2010261253A (en) * 2009-05-08 2010-11-18 Jfe Steel Corp Foundation structure
CN104213507A (en) * 2014-08-27 2014-12-17 中铁大桥局股份有限公司 High-damping composite stay cable based on carbon fibers and steel strands
WO2019003444A1 (en) * 2017-06-30 2019-01-03 住友電工スチールワイヤー株式会社 Stranded wire
CN114108343A (en) * 2021-11-22 2022-03-01 抚州大力实业发展有限公司 Intelligent antifouling hawser

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0573012U (en) * 1992-03-13 1993-10-05 三菱重工業株式会社 Cable damping device for cable-stayed bridge
FR2832479A1 (en) * 2001-11-19 2003-05-23 Maurer Friedrich Soehne DAMPING DEVICE FOR CABLE
JP2010261253A (en) * 2009-05-08 2010-11-18 Jfe Steel Corp Foundation structure
CN104213507A (en) * 2014-08-27 2014-12-17 中铁大桥局股份有限公司 High-damping composite stay cable based on carbon fibers and steel strands
CN104213507B (en) * 2014-08-27 2017-02-08 中铁大桥局集团有限公司 High-damping composite stay cable based on carbon fibers and steel strands
WO2019003444A1 (en) * 2017-06-30 2019-01-03 住友電工スチールワイヤー株式会社 Stranded wire
JPWO2019003444A1 (en) * 2017-06-30 2020-04-23 住友電気工業株式会社 Stranded wire
CN114108343A (en) * 2021-11-22 2022-03-01 抚州大力实业发展有限公司 Intelligent antifouling hawser
CN114108343B (en) * 2021-11-22 2022-11-18 抚州大力实业发展有限公司 Intelligent antifouling hawser

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