EP0855471A1 - Individuell geschützte Litze für hängende Bauwerke, Bauwerke mit diesen Litzen und Herstellungsverfahren - Google Patents

Individuell geschützte Litze für hängende Bauwerke, Bauwerke mit diesen Litzen und Herstellungsverfahren Download PDF

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Publication number
EP0855471A1
EP0855471A1 EP97400152A EP97400152A EP0855471A1 EP 0855471 A1 EP0855471 A1 EP 0855471A1 EP 97400152 A EP97400152 A EP 97400152A EP 97400152 A EP97400152 A EP 97400152A EP 0855471 A1 EP0855471 A1 EP 0855471A1
Authority
EP
European Patent Office
Prior art keywords
sheath
protective material
individually protected
steel wires
strand
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
EP97400152A
Other languages
English (en)
French (fr)
Other versions
EP0855471B1 (de
Inventor
Pierre Jartoux
Carlos De La Fuente
Jean Claude Fercheron
Jérôme Stubler
Mike Clenahan
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
Priority to FR9511280A priority Critical patent/FR2739113B1/fr
Priority to DE69709844T priority patent/DE69709844T2/de
Priority to EP97400152A priority patent/EP0855471B1/de
Priority to ES97400152T priority patent/ES2170341T3/es
Priority to PT97400152T priority patent/PT855471E/pt
Application filed by Freyssinet International STUP SA filed Critical Freyssinet International STUP SA
Priority to AT97400152T priority patent/ATE211518T1/de
Priority to DK97400152T priority patent/DK0855471T3/da
Publication of EP0855471A1 publication Critical patent/EP0855471A1/de
Application granted granted Critical
Publication of EP0855471B1 publication Critical patent/EP0855471B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B1/00Constructional features of ropes or cables
    • D07B1/16Ropes or cables with an enveloping sheathing or inlays of rubber or plastics
    • D07B1/165Ropes or cables with an enveloping sheathing or inlays of rubber or plastics characterised by a plastic or rubber inlay
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B1/00Constructional features of ropes or cables
    • D07B1/16Ropes or cables with an enveloping sheathing or inlays of rubber or plastics
    • D07B1/162Ropes or cables with an enveloping sheathing or inlays of rubber or plastics characterised by a plastic or rubber enveloping sheathing
    • 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
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B2401/00Aspects related to the problem to be solved or advantage
    • D07B2401/20Aspects related to the problem to be solved or advantage related to ropes or cables
    • D07B2401/205Avoiding relative movement of components

Definitions

  • the invention relates to strands individually protected for suspended civil engineering works, structures comprising such strands, and methods of manufacture of these strands.
  • the protective material used in these strands individually protected from the prior art is generally consisting of wax or grease, so that these individually protected strands cannot effectively transmit significant axial forces from their outer sheath to their steel wires twisted.
  • carrier cables formed by bundles of bare strands or strands of steel. These carrier cables are surrounded by a protective layer exterior which can be constituted by paint, bitumen or tubular sheath, but that layer protective is interrupted at the clamps, tight directly on steel.
  • the object of the present invention is in particular to offer an individually protected strand that is likely to be used in load-bearing cables of suspended civil engineering works, so as to avoid disadvantages mentioned above.
  • a strand individually protected from the genre in question is essentially characterized in that the protective material is a elastomer adhering to twisted steel wires and the inside of the sheath.
  • the agent bonding agent can for example be chosen from terpolymers ethylene - acrylic ester - maleic anhydride and grafted polyethylenes.
  • the invention also relates to a suspended civil engineering structure, in particular suspension bridge or suspended cover, comprising at least two pylons, at least one carrying cable extending between two anchors on the ground and supported by the pylons, and a structure of civil engineering suspended from the carrying cable via lines which are each hung on a collar rigidly fixed to the carrying cable by tightening around this cable, characterized in that the carrying cable consists of at least one bundle of strands individually protected as defined above.
  • the suspension bridge shown in Figure 1 conventionally comprises an apron 1, two pylons 2, two parallel carrier cables 3, only one of which is visible on the drawing, and a plurality of lines 4 which are attached to the cables 3, and which carry the apron 1.
  • the carrying cables 3 are stretched between two ground anchors 5 at both ends of the bridge (solid artificial anchors, rock anchors or the case anchorages at both ends of the deck if is a "self-anchored” suspension bridge), and they are supported by pylons 2.
  • the carrying cables 3 are preferably discontinuous in line with pylons 2, with anchoring on these pylons, for example as explained in more detail in the request French patent filed on the same day as this patent application and entitled “Improvements to suspension bridges and their construction processes ".
  • Each carrying cable 3 comprises one or more cylindrical bundles of strands 6 individually protected, one of which is shown in Figure 2.
  • Each of these strands is made up of several twisted steel wire 7, possibly galvanized, which are here seven in number, and are drowned in a elastomer 8 such as polybutadiene or the like.
  • Elastomer 8 is itself covered by a outer sheath 9 of flexible plastic which can be a polyolefin, especially high polyethylene density, or a polyamide.
  • the elastomer 8 adheres to the twisted wires 7, by surface and form adhesion, in particular when the wires 7 are degreased and free of soap wire drawing.
  • this elastomer is bonded, preferably by chemical bond, with the polyethylene sheath 9 high density.
  • the sheath 9 is integral with the steel wires 7, which allows in particular that the applied forces to this sheath parallel to the axis of the strand 6 are suitably transmitted to steel wires.
  • the lines 4 exert on the collars 10 downward pulling forces which have a tangent component to the carrying cable 3, directed in the direction of the slope of the carrying cable: this are these tangential forces which are transmitted by friction with the sheaths 9 of the strands of the carrying cable.
  • Each of the above-mentioned collars 10 forms a jaw made up of two metal shells 12, 13 substantially semi-cylindrical, which are tight around the cable 3 by means of bolts 14.
  • the carrying cable 3 is surrounded by a plastic folder 15 to the right of each collar 10, so as to prevent the sheaths 9 of the strands components of the carrying cable are injured by the collar 10, in particular when adjusting the position of this necklace.
  • the shirt 15 can consist for example of two semi-cylindrical shells in high polyethylene density, and preferably interstitial spaces between the periphery of the carrying cable 3 and the shirt 15 are filled with solid material 16 in synthetic foam, especially neoprene foam, to obtain a good distribution of the clamping forces of the collar 10 on the entire carrying cable 3.
  • the protective material 8 is polybutadiene or similar and that the sheath 9 is made of polyethylene or similar, for example, it can be used as a bond an ethylene terpolymer - acrylic ester - maleic anhydride, for example that marketed by ATOCHEM (FRANCE) under the brand "LOTADER”, or another grafted polyethylene, for example the one sold under the brand name "OREVAC PE” by the same company ATOCHEM, or any other suitable liaison agent.
  • ATOCHEM FRANCE
  • another grafted polyethylene for example the one sold under the brand name "OREVAC PE” by the same company ATOCHEM, or any other suitable liaison agent.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Ropes Or Cables (AREA)
  • Braiding, Manufacturing Of Bobbin-Net Or Lace, And Manufacturing Of Nets By Knotting (AREA)
  • Insulating Bodies (AREA)
  • Load-Engaging Elements For Cranes (AREA)
EP97400152A 1995-09-26 1997-01-23 Individuell geschützte Litze für hängende Bauwerke, Bauwerke mit diesen Litzen und Herstellungsverfahren Expired - Lifetime EP0855471B1 (de)

Priority Applications (7)

Application Number Priority Date Filing Date Title
FR9511280A FR2739113B1 (fr) 1995-09-26 1995-09-26 Toron individuellement protege pour ouvrage de genie civil suspendu, ouvrage incluant de tels torons, et procede de fabrication
EP97400152A EP0855471B1 (de) 1995-09-26 1997-01-23 Individuell geschützte Litze für hängende Bauwerke, Bauwerke mit diesen Litzen und Herstellungsverfahren
ES97400152T ES2170341T3 (es) 1995-09-26 1997-01-23 Cordon individualmente protegido para obra de ingenieria civil suspendida, obra que incluye dichos cordones, y procedimiento de fabricacion.
PT97400152T PT855471E (pt) 1995-09-26 1997-01-23 Toro protegido individualmente para obra de engenharia civil suspensa obra que inclui tais toros e processo de fabricacao
DE69709844T DE69709844T2 (de) 1995-09-26 1997-01-23 Individuell geschützte Litze für hängende Bauwerke, Bauwerke mit diesen Litzen und Herstellungsverfahren
AT97400152T ATE211518T1 (de) 1995-09-26 1997-01-23 Individuell geschützte litze für hängende bauwerke, bauwerke mit diesen litzen und herstellungsverfahren
DK97400152T DK0855471T3 (da) 1995-09-26 1997-01-23 Individuelt beskyttede kordeller til ophængte bygningsværker, bygningsværker, som omfatter sådanne kordeller, samt fremgangsmåde til fremstilling

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9511280A FR2739113B1 (fr) 1995-09-26 1995-09-26 Toron individuellement protege pour ouvrage de genie civil suspendu, ouvrage incluant de tels torons, et procede de fabrication
EP97400152A EP0855471B1 (de) 1995-09-26 1997-01-23 Individuell geschützte Litze für hängende Bauwerke, Bauwerke mit diesen Litzen und Herstellungsverfahren

Publications (2)

Publication Number Publication Date
EP0855471A1 true EP0855471A1 (de) 1998-07-29
EP0855471B1 EP0855471B1 (de) 2002-01-02

Family

ID=26147770

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97400152A Expired - Lifetime EP0855471B1 (de) 1995-09-26 1997-01-23 Individuell geschützte Litze für hängende Bauwerke, Bauwerke mit diesen Litzen und Herstellungsverfahren

Country Status (7)

Country Link
EP (1) EP0855471B1 (de)
AT (1) ATE211518T1 (de)
DE (1) DE69709844T2 (de)
DK (1) DK0855471T3 (de)
ES (1) ES2170341T3 (de)
FR (1) FR2739113B1 (de)
PT (1) PT855471E (de)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1013830A1 (de) * 1998-12-24 2000-06-28 Freyssinet International Stup Anordnung und Verfahren zum Verbinden eines Bauelements und einer Kabelstruktur und Hängebrücke mit solchen Anordnungen
FR2794477A1 (fr) * 1999-06-02 2000-12-08 Freyssinet Int Stup Cable de structure d'ouvrage de construction, troncon de gaine d'un tel cable, et procede de pose
FR2798408A1 (fr) * 1999-09-15 2001-03-16 Freyssinet Int Stup Cable a fils paralleles pour structure d'ouvrage de construction, ancrage d'un tel cable, et procede d'ancrage
FR2806107A1 (fr) * 2000-03-13 2001-09-14 Freyssinet Int Stup Selle de deviation pour cable et structure de genie civil comprenant une telle selle de deviation
FR2825389A1 (fr) * 2001-05-29 2002-12-06 Baudin Chateauneuf Ouvrage comportant une charge suspendue a un cable porteur entoure d'une gaine extrudee
WO2004076327A1 (en) * 2003-02-27 2004-09-10 N.V. Bekaert S.A. An elevator rope
WO2012017135A1 (fr) 2010-08-03 2012-02-09 Soletanche Freyssinet Toron, câble de structure et procédé de fabrication du toron
WO2017177518A1 (zh) * 2016-04-13 2017-10-19 江苏法尔胜缆索有限公司 一种热挤聚乙烯锌铝合金镀层钢丝拉索的制作方法
WO2020025872A1 (fr) 2018-07-31 2020-02-06 Soletanche Freyssinet Procede de fabrication d'un toron individuellement gaine, toron ainsi obtenu et installation de fabrication du toron

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2739113B1 (fr) * 1995-09-26 1997-12-05 Freyssinet Int Stup Toron individuellement protege pour ouvrage de genie civil suspendu, ouvrage incluant de tels torons, et procede de fabrication
ATE255471T1 (de) * 1996-07-30 2003-12-15 Atofina Beschichtung von metalloberflächen und verwendung auf rohren und kabeln
FR2777296B1 (fr) * 1998-04-10 2000-06-16 Freyssinet Int Stup Dispositif de suspension pour un ouvrage de construction
FR2780127B1 (fr) 1998-06-19 2000-09-08 Freyssinet Int Stup Procede et dispositif d'accrochage d'un element transmetteur de charge sur un cable, et pont suspendu comportant de tels dispositifs
FR2790491B1 (fr) * 1999-03-05 2001-04-27 Gtm Construction Gaine pour cable a plusieurs torons paralleles et hauban muni d'une telle gaine
DE10255003B3 (de) * 2002-11-25 2004-08-12 Betschart, Anton-Peter, Dr.-Ing. Architekt Abhängvorrichtungen
DE102004061385B4 (de) * 2004-12-21 2007-11-29 W.H. Küster GmbH & Co KG Zugseil mit Kunstoffverfüllung und Kunstoffaußenmantel
WO2008009861A2 (fr) * 2006-07-19 2008-01-24 Mecanique Application Tissus Mecatiss Tronçon de gaine et gaine pour câble de structure et procédés associés.
CN114892522B (zh) * 2022-05-17 2024-02-13 柳州欧维姆机械股份有限公司 一种自适应的大跨径空间缆悬索桥吊索

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB517620A (en) * 1938-07-30 1940-02-05 William Lindsay Hamilton Improvements in and relating to a catenary cable construction for suspension bridges
DE3644414A1 (de) * 1986-09-26 1988-04-07 Wolfhart Andrae Kunststoffmasse zum verfuellen von hohlraeumen innerhalb eines mit einem buendel aus parallelen stahldraehten oder -litzen gefuellten kunststoffrohres
EP0323285A1 (de) * 1987-11-25 1989-07-05 Freyssinet International (Stup) Schrägseile und deren Verankerung
EP0393013A1 (de) * 1989-04-12 1990-10-17 Vorspann-Technik Gesellschaft m.b.H. Spannbündel aus mehreren Spanngliedern wie Litzen, Stäben oder Drähten
EP0671502A1 (de) * 1994-03-10 1995-09-13 Elf Atochem S.A. Drähte, Litzen, Kabel und Verankerungsseile mit einer Umhüllung aus schrumpfbarem Polymer und Verfahren zu deren Herstellung
FR2739113A1 (fr) * 1995-09-26 1997-03-28 Freyssinet Int Stup Toron individuellement protege pour ouvrage de genie civil suspendu, ouvrage incluant de tels torons, et procede de fabrication

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB517620A (en) * 1938-07-30 1940-02-05 William Lindsay Hamilton Improvements in and relating to a catenary cable construction for suspension bridges
DE3644414A1 (de) * 1986-09-26 1988-04-07 Wolfhart Andrae Kunststoffmasse zum verfuellen von hohlraeumen innerhalb eines mit einem buendel aus parallelen stahldraehten oder -litzen gefuellten kunststoffrohres
EP0323285A1 (de) * 1987-11-25 1989-07-05 Freyssinet International (Stup) Schrägseile und deren Verankerung
EP0393013A1 (de) * 1989-04-12 1990-10-17 Vorspann-Technik Gesellschaft m.b.H. Spannbündel aus mehreren Spanngliedern wie Litzen, Stäben oder Drähten
EP0671502A1 (de) * 1994-03-10 1995-09-13 Elf Atochem S.A. Drähte, Litzen, Kabel und Verankerungsseile mit einer Umhüllung aus schrumpfbarem Polymer und Verfahren zu deren Herstellung
FR2739113A1 (fr) * 1995-09-26 1997-03-28 Freyssinet Int Stup Toron individuellement protege pour ouvrage de genie civil suspendu, ouvrage incluant de tels torons, et procede de fabrication

Cited By (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1284324A2 (de) 1998-12-24 2003-02-19 Freyssinet International Stup Anordnung und Verfahren zum Verbinden eines Bauelements und einer Kabelstruktur und Hängebrücke mit solchen Anordnungen
WO2000039401A1 (fr) * 1998-12-24 2000-07-06 Freyssinet International Stup Dispositif et procede de fixation entre un element de construction et un cable de structure
US6715176B2 (en) 1998-12-24 2004-04-06 Freyssinet International (Stup) Device and method for fixing together a construction element and structural cable
EP1013830A1 (de) * 1998-12-24 2000-06-28 Freyssinet International Stup Anordnung und Verfahren zum Verbinden eines Bauelements und einer Kabelstruktur und Hängebrücke mit solchen Anordnungen
EP1284324A3 (de) * 1998-12-24 2003-02-26 Freyssinet International Stup Anordnung und Verfahren zum Verbinden eines Bauelements und einer Kabelstruktur und Hängebrücke mit solchen Anordnungen
US6523207B1 (en) 1998-12-24 2003-02-25 Freyssinet International (Stup) Fixing device and method between a structural element and a suspension cable
FR2794477A1 (fr) * 1999-06-02 2000-12-08 Freyssinet Int Stup Cable de structure d'ouvrage de construction, troncon de gaine d'un tel cable, et procede de pose
WO2000075418A1 (fr) * 1999-06-02 2000-12-14 Freyssinet International (Stup) Cable de structure d'ouvrage de construction, tronçon de gaine d'un tel cable, et procede de pose
AU763147B2 (en) * 1999-06-02 2003-07-17 Freyssinet International (Stup) Structural cable for civil engineering works, sheath section for such a cable and method for laying same
US6476326B1 (en) * 1999-06-02 2002-11-05 Freyssinet International (Stup) Structural cable for civil engineering works, sheath section for such a cable and method for laying same
WO2001020096A1 (fr) * 1999-09-15 2001-03-22 Freyssinet International (Stup) Cable a fils paralleles pour structure d'ouvrage de construction, ancrage d'un tel cable, et procede d'ancrage
US6560807B1 (en) 1999-09-15 2003-05-13 Freyssinet International (Stup) Cable with parallel wires for building work structure, anchoring for said cable, and anchoring method
US6658684B2 (en) 1999-09-15 2003-12-09 Freyssinet International (Stup) Cable with parallel wires for building work structure, anchoring for said cable and anchoring method
FR2798408A1 (fr) * 1999-09-15 2001-03-16 Freyssinet Int Stup Cable a fils paralleles pour structure d'ouvrage de construction, ancrage d'un tel cable, et procede d'ancrage
WO2001068985A1 (fr) * 2000-03-13 2001-09-20 Freyssinet International Stup Selle de deviation pour cable
FR2806107A1 (fr) * 2000-03-13 2001-09-14 Freyssinet Int Stup Selle de deviation pour cable et structure de genie civil comprenant une telle selle de deviation
FR2825389A1 (fr) * 2001-05-29 2002-12-06 Baudin Chateauneuf Ouvrage comportant une charge suspendue a un cable porteur entoure d'une gaine extrudee
WO2004076327A1 (en) * 2003-02-27 2004-09-10 N.V. Bekaert S.A. An elevator rope
CN100365195C (zh) * 2003-02-27 2008-01-30 贝卡尔特股份有限公司 升降机用绳索
WO2012017135A1 (fr) 2010-08-03 2012-02-09 Soletanche Freyssinet Toron, câble de structure et procédé de fabrication du toron
US9085832B2 (en) 2010-08-03 2015-07-21 Soletanche Freyssinet Strand, structural cable and method for manufacturing the strand
WO2017177518A1 (zh) * 2016-04-13 2017-10-19 江苏法尔胜缆索有限公司 一种热挤聚乙烯锌铝合金镀层钢丝拉索的制作方法
WO2020025872A1 (fr) 2018-07-31 2020-02-06 Soletanche Freyssinet Procede de fabrication d'un toron individuellement gaine, toron ainsi obtenu et installation de fabrication du toron

Also Published As

Publication number Publication date
DK0855471T3 (da) 2002-04-22
EP0855471B1 (de) 2002-01-02
PT855471E (pt) 2002-06-28
FR2739113B1 (fr) 1997-12-05
DE69709844D1 (de) 2002-02-28
ES2170341T3 (es) 2002-08-01
FR2739113A1 (fr) 1997-03-28
DE69709844T2 (de) 2002-09-05
ATE211518T1 (de) 2002-01-15

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