EP0914521A1 - Vorrichtung zum dämpfen von schwingungen in kabeln - Google Patents

Vorrichtung zum dämpfen von schwingungen in kabeln

Info

Publication number
EP0914521A1
EP0914521A1 EP97935609A EP97935609A EP0914521A1 EP 0914521 A1 EP0914521 A1 EP 0914521A1 EP 97935609 A EP97935609 A EP 97935609A EP 97935609 A EP97935609 A EP 97935609A EP 0914521 A1 EP0914521 A1 EP 0914521A1
Authority
EP
European Patent Office
Prior art keywords
cable
ring
section
elastic
viscoelastic
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.)
Granted
Application number
EP97935609A
Other languages
English (en)
French (fr)
Other versions
EP0914521B1 (de
Inventor
Jérôme Stubler
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.)
Freyssinet International STUP SA
Original Assignee
Freyssinet International STUP SA
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 Freyssinet International STUP SA filed Critical Freyssinet International STUP SA
Publication of EP0914521A1 publication Critical patent/EP0914521A1/de
Application granted granted Critical
Publication of EP0914521B1 publication Critical patent/EP0914521B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/14Towers; Anchors ; Connection of cables to bridge parts; Saddle supports

Definitions

  • the present invention relates to a device for damping the vibrations of a cable. It finds a particular but not exclusive application in the field of civil engineering works, the structure of which uses such cables, for example suspension or cable-stayed bridges.
  • cables or shrouds are subjected to vibrations due to wind and / or rain or to the movement of vehicles on the bridge.
  • the invention relates more precisely to a device comprising a first member surrounding a section of the cable and secured to said section, a second member, connected to an element to which a portion of the cable is fixed, and placed around the first member, and damping means placed between the first and second members.
  • An object of the present invention is to provide a damping device for a live cable, responding in a simple and reliable manner to sealing problems, and the development of which is facilitated.
  • the invention thus provides a damping device of the type indicated in the introduction, in which the damping means comprise on the one hand an elastic or viscoelastic ring pressing on the first member and on the second member, on the other hand a flexible tank containing a viscous substance, this flexible tank being housed in an annular compartment formed between the first and second members.
  • the flexible tank constitutes a damping chamber at constant volume for which sealing is easily achieved.
  • the vibrations of the cable are effectively attenuated by the combined effect of the elastic or viscoelastic ring and the viscous damping provided by the substance contained in the flexible tank.
  • the dissipation of the vibratory energy results from displacements of the viscous substance in the flexible tank, solicited when the cable vibrates relative to the element to which it is fixed.
  • the flexible tank consists of a hose wound in the annular compartment. It is thus possible to adapt to different dimensions of the cable or shroud to be damped, by simply adjusting the length of the hose.
  • the elastic or viscoelastic ring can consist of two generally semi-cylindrical parts which can be fixed to each other by means of pins substantially parallel to the cable section, assembly bolts or a tightening belt.
  • each of these parts comprises several metal half-rings embedded in an elastic or viscoelastic molded material, the ends of half-rings protruding from the molded material and being respectively provided with assembly means such as broaching orifices.
  • each of the parts comprises two outer half-rings of the same diameter, located on either side, an inner half-ring of smaller diameter relative to the direction of the cable section. It is then the flexibility of the elastic or viscoelastic material between the inner half-ring and the outer half-rings which allows the relative movement of the cable section relative to the second member, while exerting a return force towards the normal position. .
  • - Figure 2 is an axial sectional view of a device according to the invention
  • - Figure 3 is a cross-sectional view, along the plane III-III shown in Figure 2, of an inner tube of the device, and further showing the section plane II-II of Figure 2
  • - Figure 4 is a perspective view of a molded part forming half of an elastic ring of the device shown in Figure 2;
  • FIG. 5 is an axial sectional view of another embodiment of a device according to the invention.
  • Figure 1 shows schematically the place where one can place a damping device according to the invention on the stay 6 of a structure 8 such as a cable stayed bridge.
  • the stay is anchored at its two ends on respective blocks 10 integral with appropriate foundations or structural elements 12.
  • the damping device is placed near the lower end 14 of the stay cable 6, anchored in the deck 12 of the bridge. It will be understood that a similar structure can be placed near the upper end of the shroud 6, anchored in a pylon of the bridge.
  • the end 14 of the stay passes through a rigid tubular guide 16 fixed to the anchoring block 10.
  • the damping device which is shown very schematically in FIG. 1 and in more detail in FIG. 2, comprises:
  • FIG. 2 A flexible tank such as a hose 26 containing a viscous substance 28.
  • this tank 26 is housed in an annular compartment 30 delimited on the one hand by an annular groove 32 with a V-profile present on one face of the elastic ring 24, and on the other hand by one of the tubes 20, 22 (the outer tube 22 in the example shown) .
  • Figures 2 and 3 illustrate a possible mounting of the inner tube 20 on the shroud 6 in the case where the latter consists of strands gathered in a bundle of hexagonal section.
  • the tube 20 consists of two semi-cylindrical portions 20a, 20b each belonging to a respective shell.
  • Each of the shells comprises three plates 34 which are applied against the sides of the hexagonal section of the shroud, with the interposition of a strip of glue 36.
  • Longitudinal shims 38 are welded between the semi-cylindrical portion 20a and the plates 34, at center of these.
  • the plates 34 have two axial ends which protrude from the tube 20. At these ends, the two shells have lateral flanges 40 allowing their assembly by means of screws 42. The tightening of the screws 42 makes it possible to block the tube 20 on the section of the shroud 6.
  • the outer tube 22 is presented as a cylindrical casing which, in service, is fixed to the tubular guide 16 anchored to the foundation.
  • the outer tube 22 has, towards the lower end of the stay, a flange 46 bolted to a complementary flange 48 provided at the outlet of the tubular guide 16.
  • the elastic ring 24 is made up of two generally semi-cylindrical halves assembled after they have been placed on the inner tube 20.
  • Such a half of a ring 50 is shown in FIG. 4. It consists of three metal half-rings 52, 54, 56 embedded by molding in an elastomeric material 58, namely two outer half-rings of the same diameter 52, 54 and an inner half-ring of smaller diameter 56.
  • the elastomeric material 58 has a section generally V-shaped, the inner half-ring 56 being located at the base of this V, and the two outer half-rings 52, 54 being located at the ends of the branches of this V.
  • the groove 32 is thus defined between the two branches of the V made of elastomeric material capable of compressing under the effect of the transverse vibrations of the shroud 6.
  • the metal half-rings 52, 54, 56 each have, over the majority of their perimeter, a shaped section rectangular. To allow the assembly of the two halves 50, the half-rings 52, 54, 56 each have their two ends 62, 64, 66 which protrude from the molded elastomeric material 58.
  • each half-ring 52, 54, 56 is in the form of a yoke provided with a pinout hole 72, 74, 76, while the other end 63, 65, 67 has a shape complementary to the yoke and is provided with a pinout hole corresponding 73, 75, 77.
  • the broaching holes 72-77 allow the assembly of the two ring halves 50 by means of three pairs of pins 82, 84, 86 extending parallel to the direction of the shroud section 6 ( see the lower part of figure 2).
  • Half a ring 50 is easily manufactured by injecting the elastomeric material 58 into a mold of suitable shape in which the three half-rings 52, 54, 56 have previously been placed, then by vulcanizing the elastomeric material.
  • the stiffness of the elastic ring 24 can be adjusted according to the dynamic properties sought by varying the elasticity parameters and the thicknesses of the elastic or viscoelastic molded material.
  • the flexible hose 26 is helically wound in the compartment 30 delimited on the one hand by the groove 32 of the ring 24, and on the other hand by the internal face of the outer tube 22.
  • the hose 26 has one of its ends closed, and its other end which communicates with the outside of compartment 30 by means of a bore 90 formed in an assembly pin 84 of one of the pairs of outer half-rings 54 of the elastic ring 24.
  • This end 92 of the hose 26 is thus accessible to fill the latter with the viscous damping substance.
  • This substance 28 is typically an oil or other viscous fluid, or a viscous gel, the viscosity of which is optimized as a function of the characteristics of the shroud to be damped.
  • the installation of the damping device described above takes place for example as follows.
  • the strands of the shroud 6 are installed and anchored at their two ends, passing them through the tubular guide 16 and the outer tube 22.
  • the tube 22 is then moved away from the guide 16 to give access to the section of the shroud receiving the device.
  • the inner tube 20 is put in place and blocked on the section of the shroud by assembling its two shells and tightening the screws 42.
  • the two halves of the ring 24 are then put in place around the inner tube 20, then embossed.
  • FIG. 5 shows an alternative embodiment of the invention, in which the ring 24 and the annular compartment in which the flexible tank is housed are juxtaposed along the direction of the shroud section 6.
  • the inner tube is divided into two sections juxtaposed 100,101 fixed to the shroud as described with reference to Figure 3.
  • One of these sections 100 receives the ring 24 which has the same structure and the same mounting method as before ( Figure 4), except that the groove 32 is not used to contain the viscous substance reservoir.
  • the other section 101 of the inner tube is provided with two transverse flanges 103, 104 at its two axial ends.
  • the annular compartment 105, receiving the flexible reservoir 106 of the viscous material 28, is delimited internally by the section 101 of the inner tube, and axially by the two flanges 103, 104.
  • this compartment 10 ′ 5 is delimited by a ring 107 acting like a piston.
  • This ring 107 is in the form of two half-rings assembled around the shroud when the device is put in place.
  • the half-rings have radial protrusions 108 by which they bear against the outer tube 22.
  • the flexible tank 106 consists of a pocket occupying the axial length of the annular compartment 105 and enveloping the perimeter of the tube section 101.
  • This pocket 106 is filled with viscous substance 28 after installation of the assembly by conduits 109 passing through the ring 107 and its protrusions 108 as shown in FIG. 5.
  • the vibrations of the shroud make the piston ring 107 move radially relative to the tube section 101 and to the flanges 103, 104 so that the substance contained in the bag 106 moves in a chamber at constant volume and provides the desired damping.
  • a device according to the invention can be used to dampen the vibrations of a cable other than a stay cable, for example a carrying cable or a hanger of a suspension bridge or even an underwater cable ...
  • the portion of the cable fixed to a foundation or the like is not necessarily one of its ends.
  • the element to which this portion is fixed can be a foundation or any structural element, including a network of cables.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Vibration Prevention Devices (AREA)
  • Ultra Sonic Daignosis Equipment (AREA)
EP97935609A 1996-07-26 1997-07-23 Vorrichtung zum dämpfen von schwingungen in kabeln Expired - Lifetime EP0914521B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FR9609449 1996-07-26
FR9609449A FR2751673B1 (fr) 1996-07-26 1996-07-26 Dispositif pour amortir les vibrations d'un cable
PCT/FR1997/001374 WO1998004780A1 (fr) 1996-07-26 1997-07-23 Dispositif pour amortir les vibrations d'un cable

Publications (2)

Publication Number Publication Date
EP0914521A1 true EP0914521A1 (de) 1999-05-12
EP0914521B1 EP0914521B1 (de) 2000-04-12

Family

ID=9494529

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97935609A Expired - Lifetime EP0914521B1 (de) 1996-07-26 1997-07-23 Vorrichtung zum dämpfen von schwingungen in kabeln

Country Status (13)

Country Link
US (1) US6334608B1 (de)
EP (1) EP0914521B1 (de)
JP (1) JP2000515943A (de)
CA (1) CA2260834A1 (de)
DE (1) DE69701700T2 (de)
DK (1) DK0914521T3 (de)
ES (1) ES2146480T3 (de)
FR (1) FR2751673B1 (de)
GR (1) GR3033573T3 (de)
HK (1) HK1019904A1 (de)
NO (1) NO990326L (de)
PT (1) PT914521E (de)
WO (1) WO1998004780A1 (de)

Families Citing this family (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE20014322U1 (de) * 2000-08-19 2002-01-10 Dyckerhoff & Widmann Ag Abstützung eines freien Zugglieds, insbesondere eines Schrägseils für eine Schrägseilbrücke
JP2002181130A (ja) * 2000-12-12 2002-06-26 Sumitomo Rubber Ind Ltd 制振装置
FR2832479B1 (fr) * 2001-11-19 2006-05-26 Maurer Friedrich Soehne Dispositif d'amortissement pour cable
FR2859260B1 (fr) * 2003-09-03 2006-02-24 Freyssinet Int Stup Dispositif pour amortir les vibrations d'un cable et procede d'amortissement associe
CN101400980B (zh) * 2006-03-09 2011-05-11 Iro有限公司 纱线张力计
US7298672B1 (en) * 2006-08-22 2007-11-20 Pgs Geophysical Marine seismic streamer having acoustic isolation between strength members and sensor mounting
KR100816059B1 (ko) 2007-03-27 2008-03-24 케이블텍 주식회사 케이블 댐퍼
EP2226525A1 (de) 2007-10-02 2010-09-08 Getzner Werkstoffe Holding GmbH Dämpfungseinrichtung zur Dämpfung von Schwingungen von längserstreckten Elementen
KR100980310B1 (ko) * 2009-09-11 2010-09-06 문승 케이블 고정용 브라켓 및 그 제조방법
CN102733303B (zh) * 2012-07-06 2015-01-14 巨力索具股份有限公司 用于桥梁斜拉索的弯曲限制器
FR3012193B1 (fr) 2013-10-23 2015-12-18 Soletanche Freyssinet Dispositif d'amortissement de vibrations d'un cable
FR3012479B1 (fr) 2013-10-31 2016-01-01 Soletanche Freyssinet Dispositif d'amortissement de vibrations de cables d'un systeme de suspension d'ouvrage d'art.
CH709002A1 (fr) 2013-12-18 2015-06-30 Vsl Lnternat Ag Dispositif et procédé d'amortissement par friction.
CN104652271B (zh) * 2014-12-22 2016-06-15 郑州市交通规划勘察设计研究院 一种波形钢腹板斜拉桥的拉索组合锚固块
FR3033803B1 (fr) * 2015-03-16 2021-01-29 Soletanche Freyssinet Dispositif d'amortissement de vibrations d'un cable
JP2016199860A (ja) * 2015-04-07 2016-12-01 住友ゴム工業株式会社 橋梁用ゴムダンパー
CN109056528B (zh) * 2018-09-25 2024-03-12 中铁二院工程集团有限责任公司 一种铁路上承式钢桁梁悬索桥
CN112813798A (zh) * 2021-02-03 2021-05-18 兰州铁道设计院有限公司 一种用于桥梁横向抗震的组合式耐腐蚀支撑装置

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US4090168A (en) * 1977-05-17 1978-05-16 The United States Of America As Represented By The Secretary Of The Navy Solid filled vibration isolation module for a towed sonar array
DE2823953C2 (de) * 1978-06-01 1985-01-24 Tünkers Maschinenbau GmbH, 4030 Ratingen Aufhängevorrichtung für Rüttelbären an einem Lastaufnahmemittel
DE3434620A1 (de) * 1984-09-21 1986-04-03 Dyckerhoff & Widmann AG, 8000 München Abstuetzung eines freien zugglieds, vorzugsweise eines schraegseils einer schraegseilbruecke
FR2631407A1 (fr) 1988-05-16 1989-11-17 Freyssinet Int Stup Perfectionnements aux dispositifs pour amortir les vibrations des haubans
US5463193A (en) * 1992-05-08 1995-10-31 Australia Sonar Systems Pty Ltd Vibration isolation module
JPH0673711A (ja) * 1992-08-26 1994-03-15 V S L Japan Kk ケーブルの緩衝構造及びその施工方法
JP3644510B2 (ja) * 1995-04-07 2005-04-27 石川島播磨重工業株式会社 高粘性ダンパ
DE29517250U1 (de) * 1995-10-31 1995-12-14 Dyckerhoff & Widmann AG, 81902 München Abstützung eines freien Zugglieds, vorzugsweise eines Schrägseils einer Schrägseilbrücke
FR2757235B1 (fr) * 1996-12-16 1999-02-19 Jarret Procede et dispositif d'amortissement des vibrations transversales de cables de haubanage

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See references of WO9804780A1 *

Also Published As

Publication number Publication date
GR3033573T3 (en) 2000-09-29
PT914521E (pt) 2000-08-31
ES2146480T3 (es) 2000-08-01
DK0914521T3 (da) 2000-09-25
HK1019904A1 (en) 2000-03-03
DE69701700T2 (de) 2000-11-23
EP0914521B1 (de) 2000-04-12
NO990326L (no) 1999-03-25
WO1998004780A1 (fr) 1998-02-05
CA2260834A1 (fr) 1998-02-05
JP2000515943A (ja) 2000-11-28
US6334608B1 (en) 2002-01-01
DE69701700D1 (de) 2000-05-18
FR2751673A1 (fr) 1998-01-30
FR2751673B1 (fr) 1998-10-02
NO990326D0 (no) 1999-01-25

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