EP1609911A1 - Réalisation d'un élément de tension protégé contre la corrosion dans la zone de son entrée à un bâtiment, notamment d'un câble incliné au pylône d'un pont haubané - Google Patents

Réalisation d'un élément de tension protégé contre la corrosion dans la zone de son entrée à un bâtiment, notamment d'un câble incliné au pylône d'un pont haubané Download PDF

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Publication number
EP1609911A1
EP1609911A1 EP05010923A EP05010923A EP1609911A1 EP 1609911 A1 EP1609911 A1 EP 1609911A1 EP 05010923 A EP05010923 A EP 05010923A EP 05010923 A EP05010923 A EP 05010923A EP 1609911 A1 EP1609911 A1 EP 1609911A1
Authority
EP
European Patent Office
Prior art keywords
cable
tension member
building
casing
pylon
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
EP05010923A
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German (de)
English (en)
Other versions
EP1609911B1 (fr
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.)
Dywidag Systems International GmbH
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Dywidag Systems International GmbH
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 Dywidag Systems International GmbH filed Critical Dywidag Systems International GmbH
Priority to PL05010923T priority Critical patent/PL1609911T3/pl
Publication of EP1609911A1 publication Critical patent/EP1609911A1/fr
Application granted granted Critical
Publication of EP1609911B1 publication Critical patent/EP1609911B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/14—Towers; Anchors ; Connection of cables to bridge parts; Saddle supports

Definitions

  • the invention relates to the formation of a corrosion-protected tension member in the area his entry into a building, in particular a cable stayed on the pylon of a Cable-stayed bridge.
  • the tension elements ie for Example, the steel wire strands, preferably at least in the apex area Sandblast be roughened.
  • the seat tube outside the pylon by means Flange rings directly with the casing of the bundle in the free area of the Cable stayed connected.
  • the invention is based on the object, a simple and economic and, above all, static requirements Possibility to show, in such a cable-stayed bridge, the openings of the Closing guide channels for the stay cable, without the condition of Exchangeability of the stay cable to leave.
  • the basic idea of the invention consists essentially in that in a Tension member of the type specified, in particular in a cable of a cable Cable-stayed bridge, the transition from the casing in the free area of the tension member to its connection at the building, with a cable-stayed bridge at the pylon, by a Connecting pipe is accomplished, on the one hand tight, for example, via a Flange plate is connected to the building and on the other hand so with the Piping in the open area can be connected to a later replacement of the cable is not hindered.
  • a Connecting pipe is accomplished, on the one hand tight, for example, via a Flange plate is connected to the building and on the other hand so with the Piping in the open area can be connected to a later replacement of the cable is not hindered.
  • By an elastic intermediate layer in the area This connection allows and allows tolerance compensation Angular movements due to traffic loads, wind loads or like and to some extent temperature-related movements be recorded without bending moments entered into the design become. This results in a simple and cost-effective solution
  • the application of the invention is independent of whether the tension member, in particular the stay cable is just led into the pylon and anchored or in it saddle-shaped is deflected.
  • the invention is the example of a pylon 2 made of reinforced concrete deflected cable 1 shown in a vertical section.
  • the cable-stayed 1 consists of a bundle 3 of individual tension elements such as steel wires, rods or strands, which in their free area within a casing 4, to Example of a cladding tube made of PE are arranged.
  • the pylon 2 In the pylon 2 is through a recess tube 5 with an oval cross-section on the End faces open, formed with the radius R saddle-shaped curved channel 6, in the cable stay 1 can be inserted from the outside.
  • the bundle 3 itself is in the area of its passage through the pylon 2 in a likewise arcuately curved seat tube 7 out of steel, within which the individual tension elements of the bundle 3 by grout 8 in conjunction with the Seat tube 7 are brought.
  • a recessed saddle bearing 10 with a recess 11 into which one fixed to the seat tube 7, for example by Welding, connected lug 12 locks in place.
  • This type of anchoring ensures with full interchangeability of the cable 1 reliable the prevention of Longitudinal movements during the installation of the cable and allows at the same time the inclusion of occurring in the longitudinal direction of the cable 1 Differential forces.
  • This construction ensures that the entire Cable-stayed 1 can be raised for replacement with the seat tube 7, until the Knagge 12 of the recess 11 comes free; the oval shape of the recess tube 5 (FIG. 3) leaves enough space at the top. Thereafter, the stay cable 1 with the seat tube 7 along the arcuate curvature of the deflection be pulled out of the channel 6 according to radius R. In the reverse way can a new cable-stayed be installed.
  • Fig. 1 shows, is located between the casing 4 of the Stay cables 1 in the free area and the outer wall 13 of the pylon 2 a so-called Connecting pipe 14 made of steel, which is releasable on the one hand with the piping 4 and on the other hand connected to the pylon 2.
  • Connecting pipe 14 made of steel, which is releasable on the one hand with the piping 4 and on the other hand connected to the pylon 2.
  • a transition tube 15 may be arranged, which, like the Casing 4, usually made of plastic, especially PE exists.
  • Fig. 2 shows a Section along the line II-II through the transition tube 15th Der Diameter difference between the casing 4 in the free area of the cable 1 and the transition tube 15 can be compensated by a transition piece 15 a become.
  • connection pipe 14 carries a flange plate 16 at the building end.
  • This flange plate 16 may be rectangular in outline, since the oval Opening of the recess tube 5 must be covered (Fig. 3).
  • the flange plate 16 is detachably connected by means of a screw 17 with the structure 2, for Example with respect to a cast-anchor plate 18.
  • the anchor plate 18 corresponds at least in its outer shape of the flange 16.
  • the flange 16 also carries the transition from the oval cross-section of the recess tube 5 to the circular cross section of the cable 1 calculation, here represented by the Cross section of the connecting pipe 14 and those of the seat tube 7.
  • FIGS. 2 and 3 On the Representation of the bundle 3 from the individual tension elements has been shown in FIGS. 2 and 3 omitted for the sake of clarity.
  • Fig. 4 also shows the formation of the cable 1 in the region of its exit from the Pylon 2. It can be seen how the individual elements of the bundle 3, in the range of Saddle tube 7 blank, that is not enveloped, but in the free area of the Stay cables 1 for corrosion protection individually wrapped, for example, strands 19 with PE sheaths 20, of the circular guide within the seat tube 7 tangentially in the straight guide in the free area of the cable 1 go over. This transition can be approximately with the exit of the cable 1 from the pylon 2 in the area of Locate section line III-III in FIG.
  • the seat tube 7 with his circular curvature along the radius R still over a certain distance over continued this point, so as to ensure that the end 21 of Saddle tube 7, in particular in its lower region in the radial direction sufficient is far away from the bundle 3.
  • a soft deflection of the bundle 3 in this area especially at lateral angular deviations to be achieved on the construction site can be easily determined, at the end 21 of the seat tube 7 on its inner wall Upholstery element 22 made of an elastically and / or plastically deformable material be arranged.
  • This padding element 22 may in the simplest case of a Consist pipe section; but it can also, as shown in Fig. 4, be a fitting, the inner contour with rounded edges adapted to the course of the bundle 3 is.
  • this pad member 22 extends over the end 21 of Saddle tube 7 addition to there in any case a soft support of the bundle 3 guarantee.
  • the detachable connection between the connecting pipe 14 and the casing 4, here in Shape of the transition tube 15 is shown in Fig. 5 as a detail V in Fig. 4 on a larger scale shown.
  • the connecting pipe 14 has at its tubing end a Inner flange 23, against the outside of an outer flange 24 of the transition tube 15 is present.
  • the outer flange 24 may be at the end of the existing PE Transition pipe 15 to be welded.
  • the non-positive connection between the Transition tube 15 and the connecting pipe 14 is by an axially parallel Screw 25 ensures that acts against a loose flange 26.
  • the screwing force acts on the - welded - PE flange 24th via a ring 27 made of elastic material, such as rubber or plastic; As a result, constrained stresses from occurring angle errors or movements and minimizes the entry of bending moments. In addition, this is a softer transmission of tube vibrations resulting loads on the screw 25 achieved.
  • axial screw 25th via axial bores 25a in the thickened at this point outer wall of the Connected pipe 14 is shown in Fig. 6, another embodiment.
  • connection pipe 14 adjacent to the inner flange 23 at its end a Outer flange 28, with holes for inserting the screws for the Screw 25 is provided.
  • a ring 27 from elastic material to compensate for any angular errors and movements arranged.
  • connection pipe 14 made of steel Inner flange 23 may also be formed separately from this, for example by a steel ring 30 with externally releasable bolt 31 as an abutment.
  • 30 can also be dispensed with altogether, since this is connected to the piping 4 Transition tube 15 already by its own weight against the screw 25th is pulled. This allows the connection pipe 14 partially for inspection slightly open from the outside.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Ropes Or Cables (AREA)
EP05010923A 2004-06-01 2005-05-20 Ouvrage avec d'un élément de tension protégé contre la corrosion, notamment un pont haubané avec d'un câble incliné Not-in-force EP1609911B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL05010923T PL1609911T3 (pl) 2004-06-01 2005-05-20 Budowla z cięgnem chronionym przed korozją, a w szczególności most wantowy z liną skośną

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE202004008621U DE202004008621U1 (de) 2004-06-01 2004-06-01 Ausbildung eines korrosionsgeschützten Zugglieds im Bereich seines Eintritts in ein Bauwerk, insbesondere eines Schrägseils am Pylon einer Schrägseilbrücke
DE202004008621U 2004-06-01

Publications (2)

Publication Number Publication Date
EP1609911A1 true EP1609911A1 (fr) 2005-12-28
EP1609911B1 EP1609911B1 (fr) 2010-10-13

Family

ID=34936730

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05010923A Not-in-force EP1609911B1 (fr) 2004-06-01 2005-05-20 Ouvrage avec d'un élément de tension protégé contre la corrosion, notamment un pont haubané avec d'un câble incliné

Country Status (8)

Country Link
US (1) US7200886B2 (fr)
EP (1) EP1609911B1 (fr)
JP (1) JP4431084B2 (fr)
AT (1) ATE484629T1 (fr)
DE (2) DE202004008621U1 (fr)
ES (1) ES2354298T3 (fr)
PL (1) PL1609911T3 (fr)
PT (1) PT1609911E (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2938885A1 (fr) * 2008-11-26 2010-05-28 Ecole Nationale Des Ponts Et C Dispositif d'ancrage de plat, utilisable notamment dans le domaine du genie civil

Families Citing this family (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ATE522666T1 (de) * 2004-11-12 2011-09-15 Vsl Int Ag Korrosionsschutzsystem für eine ein schrägseil enthaltende konstruktion
WO2007121782A1 (fr) * 2006-04-20 2007-11-01 Vsl International Ag Dispositif de guidage pour torons
JP4728262B2 (ja) * 2007-01-15 2011-07-20 三井住友建設株式会社 サドル構造体
DE102007017697A1 (de) * 2007-04-14 2008-10-23 Dywidag-Systems International Gmbh Zugglied für Bauwerke sowie Verfahren zu dessen Herstellung
CN102733305B (zh) * 2011-04-08 2014-07-09 江苏法尔胜缆索有限公司 智能缆索用挡丝板
DE102011106431B3 (de) * 2011-07-04 2012-10-25 Dywidag-Systems International Gmbh Anordnung zum Abstützen eines Zugglieds, insbesondere eines Schrägseils, quer zu seiner Längserstreckungsrichtung
ES2402971B1 (es) * 2011-08-04 2014-08-07 Tecnicas Del Pretensado Y Servicios Auxiliares, S.L. Silla multitubo para puentes atirantados y extradorsados y procedimiento para su fabricación.
CN103088754B (zh) * 2011-11-08 2016-04-06 交通运输部公路科学研究所 一种桥梁用不锈钢拉吊索装置
CN102535335B (zh) * 2012-03-20 2014-03-12 柳州欧维姆机械股份有限公司 带有抗滑锁紧结构的斜拉桥索鞍
US8640292B1 (en) * 2012-05-21 2014-02-04 Felix L. Sorkin Deviator system for use in post-tension segmental concrete construction
EP2703331B1 (fr) * 2012-09-03 2014-12-24 Soletanche Freyssinet Système de traction utilisant un câble multi-tendon avec un angle de déviation
CN103321149B (zh) * 2013-06-21 2015-09-16 中铁大桥勘测设计院集团有限公司 桥梁桥塔避雷针内置式安装平台及用其安装避雷针的方法
CN103924520B (zh) * 2014-04-10 2017-01-11 中交一公局第一工程有限公司 悬索桥主缆锚固预应力管道的施工方法及装置
JP7348450B2 (ja) * 2019-09-30 2023-09-21 住友電気工業株式会社 緊張材の定着構造
CN115852806B (zh) * 2023-02-23 2023-05-09 鹏图建设有限公司 一种市政防塌桥梁结构

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2642449A1 (fr) * 1989-01-31 1990-08-03 Freyssinet Int Stup Perfectionnements aux ponts a haubans et plus particulierement a leurs pylones et haubans
EP0437143A1 (fr) * 1990-01-11 1991-07-17 Freyssinet International (Stup) Perfectionnements aux ponts à haubans et plus particulièrement à leurs haubans, pylônes et tabliers
JPH08170306A (ja) * 1994-12-17 1996-07-02 Sumitomo Electric Ind Ltd 斜張橋の主塔側斜張ケーブル用サドル構造体
EP1079040A2 (fr) * 1999-08-21 2001-02-28 Dyckerhoff & Widmann Aktiengesellschaft Membre tendu libre protégé contre la corrosion, notamment membre de précontrainte externe pour béton précontraint

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DE3437107A1 (de) * 1984-10-10 1986-04-10 Dyckerhoff & Widmann AG, 8000 München Zugglied, insbesondere schraegseil fuer eine schraegseilbruecke
DE3437108A1 (de) * 1984-10-10 1986-04-10 Dyckerhoff & Widmann AG, 8000 München Vorrichtung zur verwendung bei der montage eines zuggliedes aus stahldraehten, -litzen oder dergleichen
DE3438865C1 (de) * 1984-10-24 1986-04-03 Dyckerhoff & Widmann AG, 8000 München Keilverankerung fuer die Anspannseite eines Einzelspannglieds fuer ein Spannbetonbauteil
DE3734953C2 (de) * 1987-03-13 1994-02-24 Dyckerhoff & Widmann Ag Abstandhalter für ein spannbares Zugglied
DE8810423U1 (fr) * 1988-08-18 1988-11-10 Dyckerhoff & Widmann Ag, 8000 Muenchen, De
US5173982A (en) * 1991-07-25 1992-12-29 Greiner Inc, Southern Corrosion protection system
DE19634682C2 (de) * 1996-08-28 1999-07-08 Dyckerhoff & Widmann Ag Dichtung zur Begrenzung von mit einer Vergußmasse auszufüllenden Bereichen an einem Bündelzugglied für Spannbeton
DE19733822A1 (de) * 1997-08-05 1999-02-11 Dyckerhoff & Widmann Ag Verfahren zum Einbauen und Spannen eines freigespannten Zugglieds und Vorrichtung zum Durchführen des Verfahrens
ES2307580T3 (es) * 2001-01-29 2008-12-01 Vsl International Ag Dispositivo y metodo para anclaje de un extremo de un tirante a una base.
DE202004008620U1 (de) * 2004-06-01 2005-10-13 Dywidag-Systems International Gmbh Ausbildung eines korrisionsgeschützten Zugglieds im Bereich einer an einer Abstützung angeordneten Umlenkstelle, insbesondere eines Schrägseils am Pylon einer Schrägseilbrücke

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2642449A1 (fr) * 1989-01-31 1990-08-03 Freyssinet Int Stup Perfectionnements aux ponts a haubans et plus particulierement a leurs pylones et haubans
EP0437143A1 (fr) * 1990-01-11 1991-07-17 Freyssinet International (Stup) Perfectionnements aux ponts à haubans et plus particulièrement à leurs haubans, pylônes et tabliers
JPH08170306A (ja) * 1994-12-17 1996-07-02 Sumitomo Electric Ind Ltd 斜張橋の主塔側斜張ケーブル用サドル構造体
EP1079040A2 (fr) * 1999-08-21 2001-02-28 Dyckerhoff & Widmann Aktiengesellschaft Membre tendu libre protégé contre la corrosion, notamment membre de précontrainte externe pour béton précontraint

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Title
PATENT ABSTRACTS OF JAPAN vol. 1996, no. 11 29 November 1996 (1996-11-29) *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2938885A1 (fr) * 2008-11-26 2010-05-28 Ecole Nationale Des Ponts Et C Dispositif d'ancrage de plat, utilisable notamment dans le domaine du genie civil

Also Published As

Publication number Publication date
EP1609911B1 (fr) 2010-10-13
PL1609911T3 (pl) 2011-05-31
US7200886B2 (en) 2007-04-10
DE502005010375D1 (de) 2010-11-25
ES2354298T3 (es) 2011-03-11
US20050262649A1 (en) 2005-12-01
PT1609911E (pt) 2011-01-03
JP4431084B2 (ja) 2010-03-10
ATE484629T1 (de) 2010-10-15
JP2005344503A (ja) 2005-12-15
DE202004008621U1 (de) 2005-10-06

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