IN2014KN02896A - - Google Patents

Info

Publication number
IN2014KN02896A
IN2014KN02896A IN2896KON2014A IN2014KN02896A IN 2014KN02896 A IN2014KN02896 A IN 2014KN02896A IN 2896KON2014 A IN2896KON2014 A IN 2896KON2014A IN 2014KN02896 A IN2014KN02896 A IN 2014KN02896A
Authority
IN
India
Prior art keywords
strake
cable
height
structural element
surface portion
Prior art date
Application number
Inventor
Christos Thomas Georgakis
Kenneth Kleissl
Original Assignee
Univ Danmarks Tekniske
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=48746481&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=IN2014KN02896(A) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Univ Danmarks Tekniske filed Critical Univ Danmarks Tekniske
Publication of IN2014KN02896A publication Critical patent/IN2014KN02896A/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D11/00Suspension or cable-stayed bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D11/00Suspension or cable-stayed bridges
    • E01D11/02Suspension bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D11/00Suspension or cable-stayed bridges
    • E01D11/04Cable-stayed bridges
    • 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
    • E01D19/16Suspension cables; Cable clamps for suspension cables ; Pre- or post-stressed cables
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F15FLUID-PRESSURE ACTUATORS; HYDRAULICS OR PNEUMATICS IN GENERAL
    • F15DFLUID DYNAMICS, i.e. METHODS OR MEANS FOR INFLUENCING THE FLOW OF GASES OR LIQUIDS
    • F15D1/00Influencing flow of fluids
    • F15D1/10Influencing flow of fluids around bodies of solid material
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B2201/00Ropes or cables
    • D07B2201/20Rope or cable components
    • D07B2201/2083Jackets or coverings
    • D07B2201/2084Jackets or coverings characterised by their shape
    • D07B2201/2086Jackets or coverings characterised by their shape concerning the external shape
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B5/00Making ropes or cables from special materials or of particular form
    • D07B5/005Making ropes or cables from special materials or of particular form characterised by their outer shape or surface properties

Abstract

The invention provides a construction comprising a structural element and at least one cable (101) arranged in tension to carry at least a part of the weight of the structural element. The cable defines an outer surface (102) onto which at least one strake (104) forms a protrusion for reducing rain and wind induced vibrations. The strake has a height being a distance from a strake root part connected to the outer surface of the cable and a strake end part terminating the strake outwards away from the cable, and the strake has a width being transverse to the height, the width decreasing in the direction from the strake root part towards the strake end part. The height is less than 5 percent of the diameter of the cable. Furthermore, the strake comprises a first strake surface portion facing away from the cable, which first strake surface portion is concave or straight.
IN2896KON2014 2012-06-28 2013-06-28 IN2014KN02896A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
EP12174089 2012-06-28
PCT/EP2013/063654 WO2014001514A1 (en) 2012-06-28 2013-06-28 A construction and a tension element comprising a cable and one or more strakes

Publications (1)

Publication Number Publication Date
IN2014KN02896A true IN2014KN02896A (en) 2015-05-08

Family

ID=48746481

Family Applications (1)

Application Number Title Priority Date Filing Date
IN2896KON2014 IN2014KN02896A (en) 2012-06-28 2013-06-28

Country Status (12)

Country Link
US (1) US9476171B2 (en)
EP (1) EP2885462B2 (en)
JP (1) JP6280111B2 (en)
KR (1) KR20150036258A (en)
BR (1) BR112014032730A2 (en)
DK (1) DK2885462T3 (en)
ES (1) ES2663419T5 (en)
HK (1) HK1211328A1 (en)
IN (1) IN2014KN02896A (en)
PT (1) PT2885462T (en)
TW (1) TWI620850B (en)
WO (1) WO2014001514A1 (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017165926A1 (en) * 2016-04-01 2017-10-05 Amog Technologies Pty Ltd A flow modification device having helical strakes and a system and method for modifying flow
WO2018149527A1 (en) * 2017-02-15 2018-08-23 Siemens Wind Power A/S Building structure with means to reduce induced vibrations
WO2018196966A1 (en) 2017-04-26 2018-11-01 Vsl International Ag Multi-layered pipe for structural cable
CN107461302B (en) * 2017-09-11 2018-10-02 北京金风科创风电设备有限公司 Envelope structure with external surface having function of inhibiting vortex excitation vibration
CA3125856A1 (en) * 2019-01-07 2020-07-16 Soletanche Freyssinet A sheath for a structural cable
CN110438898A (en) * 2019-08-16 2019-11-12 威胜利工程有限公司 Anti-freezing endangers suspension cable
US11585321B2 (en) * 2020-10-28 2023-02-21 General Electric Company Method and system for attaching vortex suppression devices to a wind turbine tower

Family Cites Families (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1684900A1 (en) 1967-08-23 1970-06-18 Rohde & Schwarz Device for preventing swinging of cylindrical structures caused by wind forces
NL7501866A (en) * 1975-02-18 1976-08-20 Tno CYLINDER-SHAPED BODY PROVIDED WITH MEANS TO AVOID VIBRATIONS DUE TO CROSS FLOW THROUGH A FLUIDUM.
DK151489C (en) 1977-02-04 1988-06-13 Ottosen G O AERODYNAMIC FLOW MODIFIER FOR A WINDOW MACHINE CONCERNING BEARING CONSTRUCTION
JPH04202870A (en) * 1990-11-29 1992-07-23 Nippon Steel Corp Corrosionproof cable having suppressed generation of rain vibration
WO1994002744A1 (en) 1991-07-18 1994-02-03 Velke Willi H A device to reduce drag over the surface of mast and boom of a sailcraft
JP2923186B2 (en) * 1993-10-25 1999-07-26 三菱重工業株式会社 Damping cable
GB2335248B (en) 1998-03-07 2002-12-31 Crp Group Ltd Protection of underwater elongate members
CN2379540Y (en) 1998-11-27 2000-05-24 柳州市建筑机械总厂 Anti wind and rain type pull cable
DE19906374A1 (en) * 1999-02-16 2000-09-14 Polyethylen Specialisten Sr Gm Corrosion protection tube for wrapping tensioning cables on bridges or similar structures has a plastic welding wire welded to the outer and/or inner surfaces of a tubular sleeve
EG21949A (en) 1999-04-08 2000-04-30 Shell Int Research System for reducing vortex induced vibration of a marine element
EP1212490A4 (en) 1999-08-23 2004-05-12 Univ Texas Tech Cable stay aerodynamic damper band and method of use
JP2001311111A (en) * 2000-04-28 2001-11-09 Sumitomo Rubber Ind Ltd Cable coating tool
US7540200B2 (en) * 2003-06-09 2009-06-02 Exxonmobil Upstream Research Company Method and apparatus for fluid flow testing
GB0320996D0 (en) * 2003-09-09 2003-10-08 Crp Group Ltd Cladding
US20090133612A1 (en) * 2005-01-03 2009-05-28 Krzysztof Jan Wajnikonis Dynamic motion suppression of riser, umbilical and jumper lines
JP2006335568A (en) * 2005-06-02 2006-12-14 Inventio Ag Support means with connection capable of absorbing shear force for connecting several cables
WO2007027781A2 (en) * 2005-09-02 2007-03-08 Shell Internationale Research Maatschappij B.V. Strake systems and methods
US7845299B2 (en) * 2007-03-30 2010-12-07 Viv Suppression, Inc. Compliant banding system
GB2448663B (en) * 2007-04-25 2011-08-10 Andrew James Brown Flexible net for reducing vortex induced vibrations
EP2207935B8 (en) * 2007-11-12 2014-08-27 Soletanche Freyssinet Method for improving the stability against vibrations of a stay cable.
JP5571411B2 (en) 2010-02-23 2014-08-13 国立大学法人京都大学 Damping cable
JP5811643B2 (en) * 2010-08-31 2015-11-11 株式会社Ihi Cable wind load reduction device
US8511245B2 (en) * 2011-05-16 2013-08-20 VIV Solutions LLC Helical strake systems
CN102345272B (en) 2011-07-15 2013-05-08 上海大学 Cable-stayed bridge stay rope capable of resisting aerodynamic instability

Also Published As

Publication number Publication date
JP6280111B2 (en) 2018-02-14
ES2663419T5 (en) 2021-07-23
HK1211328A1 (en) 2016-05-20
TWI620850B (en) 2018-04-11
US9476171B2 (en) 2016-10-25
BR112014032730A2 (en) 2017-06-27
ES2663419T3 (en) 2018-04-12
KR20150036258A (en) 2015-04-07
US20150152610A1 (en) 2015-06-04
WO2014001514A1 (en) 2014-01-03
EP2885462B1 (en) 2018-01-10
EP2885462B2 (en) 2020-11-11
JP2015521702A (en) 2015-07-30
TW201422872A (en) 2014-06-16
EP2885462A1 (en) 2015-06-24
DK2885462T3 (en) 2018-04-23
PT2885462T (en) 2018-03-26
CN104411888A (en) 2015-03-11

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