EP1609912B1 - Ouvrage avec d'une zone du changement de direction pour un élément de tension protégé contre la corrosion, notamment un câble incliné au pylône d'un pont haubané - Google Patents

Ouvrage avec d'une zone du changement de direction pour un élément de tension protégé contre la corrosion, notamment un câble incliné au pylône d'un pont haubané Download PDF

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Publication number
EP1609912B1
EP1609912B1 EP05010924A EP05010924A EP1609912B1 EP 1609912 B1 EP1609912 B1 EP 1609912B1 EP 05010924 A EP05010924 A EP 05010924A EP 05010924 A EP05010924 A EP 05010924A EP 1609912 B1 EP1609912 B1 EP 1609912B1
Authority
EP
European Patent Office
Prior art keywords
cable
bundle
pylon
tube
tension member
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.)
Not-in-force
Application number
EP05010924A
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German (de)
English (en)
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EP1609912A1 (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
Original Assignee
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 SI200531203T priority Critical patent/SI1609912T1/sl
Priority to PL05010924T priority patent/PL1609912T3/pl
Publication of EP1609912A1 publication Critical patent/EP1609912A1/fr
Application granted granted Critical
Publication of EP1609912B1 publication Critical patent/EP1609912B1/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 a building with a deflection point for a corrosion-protected tension member, in particular for a stay cable on the pylon of a cable-stayed bridge.
  • a saddle-shaped curved channel is formed in a known solution in the pylon, in each of which a stay cable can be inserted ( DE 88 10 423 U ).
  • the channel consists in its lower part of a support tube forming a half pipe with a saddle bearing at the apex, where a bundle of individual tension elements in this area enclosing the seat tube can be locked against longitudinal displacements. This is done by a in the vertex of the deflection in the course of the support channel arranged bearing shell into which a bearing ring fits, which is attached to the seat tube.
  • the remaining cavities are pressed with a hardening material, for example cement mortar.
  • a hardening material for example cement mortar.
  • the tension elements ie, for example, the steel wire strands, can be roughened, preferably by sandblasting, at least in the apex region.
  • the seat tube outside of the pylon by means of flange rings directly with the casing of the bundle in the free area of the stay cable connected.
  • the result of this is that the channel formed in the pylon, which in order to allow replacement of the bundle with the seat tube, must have a relatively large cross-section, at least a greater height than the diameter of the bundle, at the frontal entry or exit points of the bundle Cable stayed is open.
  • This opening is disadvantageous because from there on environmental influences act, animals, especially birds, can penetrate, which can lead to contamination and corrosion phenomena.
  • the invention has the object to show a simple and economical, but above all, the static requirements account bearing possibility to close the openings of the guide channel for the stay cable in such a cable-stayed bridge.
  • the invention is based on the fact that the frontal openings of the guide channel to be closed by the fact that the tubing in the free area of the cable is directly or indirectly connected to the building, so the pylon.
  • the teaching according to the invention of continuing the circular arcuate saddle tube beyond the tangential outlet of the bundle so that the bundle is exposed without risking contact at the end of the saddle tube is a very simple way of ensuring that the bundle of strands does not suffer any misalignment Danger of a plant or even a kink at the end of the seat tube lifts.
  • Fig. 1 The invention is illustrated by the example of a bent in a pylon 2 made of reinforced concrete cable 1 in a vertical section.
  • the stay cable 1 consists of a bundle 3 of individual tension elements such as steel wires, rods or strands, which are arranged in their free area within a casing 4, for example a cladding tube made of PE.
  • the pylon 2 In the pylon 2 is formed by a recess tube 5 with an oval cross-section open at the ends, saddle-shaped with the radius R channel 6, in which the cable stay 1 can be inserted from the outside.
  • the bundle 3 itself is guided in the region of its passage through the pylon 2 in a likewise arcuately curved seat tube 7 made of steel, within which the individual tension elements of the bundle 3 are brought by Einpressmörtel 8 in conjunction with the seat tube 7.
  • a recessed saddle bearing 10 with a recess 11 into which a firmly connected to the saddle tube 7, for example by welding, 12 snaps.
  • This type of anchoring guaranteed at full interchangeability of the cable 1 reliable the prevention of longitudinal movements during the assembly of the cable and allows at the same time the recording of longitudinal forces occurring in the cable 1 differential forces.
  • This construction ensures that the entire stay cable 1 can be raised for replacement with the seat tube 7 until the projection 12 of the recess 11th comes free; the oval shape of the recess tube 5 leaves enough space upwards. Thereafter, the stay cable 1 with the seat tube 7 along the arcuate curvature of the deflection region according to the radius R can be pulled out of the channel 6.
  • connection of the casing 4 of the cable 1 to the building, namely the pylon 2, and the leadership of the seat tube 7 in this area can be based on the Fig. 2 to 4 be explained.
  • a connecting pipe 14 made of steel, which is releasably connected on the one hand to the casing 4 and on the other hand to the pylon 2.
  • a transition pipe 15 can be arranged between the casing 4 in the normal range and the connection pipe 14, which, like the casing 4, usually consists of plastic, in particular PE.
  • Fig. 2 as an enlarged view of the detail II Fig. 1 can recognize, carries the connecting pipe 14 at the building end a flange plate 16 which may be rectangular in outline ( Fig. 4 ).
  • the flange plate 16 is detachably connected by means of a screw 17 with the structure 2, for example against a cast-anchor plate 18.
  • the flange 16 also contributes to the transition from the oval cross-section of the recess tube 5 to the circular cross-section of the cable 1, here represented by the Cross section of the connecting pipe 14 and that of the seat tube 7th
  • connection pipe 14 at the casing end has an inner flange 19, against which an outer flange 20 of the transition pipe 15 rests from the outside.
  • the frictional connection between the transition tube 15 and the connecting pipe 14 is ensured by an axially parallel screw 21, which acts against a loose flange 22.
  • the screwing force acts on the - welded-PE flange 20 via a ring 23 made of elastic material, such as rubber or plastic, thereby avoiding restraining stresses from occurring angle errors become.
  • a softer load transfer of pipe vibrations is achieved on the screw 21.
  • Fig. 2 It can be seen how the individual elements of the bundle, which are blank in the region of the saddle tube 7, ie not enveloped, but in the free area of the stay cable 1.
  • the saddle tube 7 shown in FIG for protection against corrosion are individually wrapped, for example strands 24 with PE sheaths 25, from the circular guide with the radius R within the seat tube 7 tangentially into the straight guide in the free area of the cable 1.
  • This transition can be approximately with the exit of the cable 1 from the pylon 2 in the region of the section line IV-IV in Fig. 1 locate; he is in Fig. 2 marked by the arrow P.
  • the seat tube 7 is continued with its circular curvature along the radius R over a certain distance L beyond this point P, so as to ensure that the end 26 of the seat tube 7, in particular in its lower region in the radial direction sufficiently far from the bundle 3 is removed.
  • a pad member 27 made of an elastically and / or plastically deformable Material arranged at the end of the seat tube 7 on its inner wall a pad member 27 made of an elastically and / or plastically deformable Material arranged at the end of the seat tube 7 on its inner wall a pad member 27 made of an elastically and / or plastically deformable Material arranged at the end of the seat tube 7 on its inner wall a pad member 27 made of an elastically and / or plastically deformable Material arranged.
  • This upholstery element 27 may consist of a piece of pipe in the simplest case; but it can also, as in Fig. 2 shown, be a fitting whose inner contour is adapted to the course of the bundle 3 with rounded edges. Conveniently, this pad member 27 extends beyond the end 26 of the saddle tube 7, to ensure there in each case a soft support of the bundle 3.
  • a shuttering tube 28 is temporarily pushed over the end of the saddle tube 7, which is sealed relative to the seat tube 7 by a seal 29. After closing the front opening 30 of the formwork tube 28 may, as in Fig. 1 shown, the entire cavity are pressed out. On the representation of the compression was in Fig. 2 omitted for the sake of clarity. In order to prevent the mortar from spalling during movements, the insertion of wire mesh or similar is recommended as a reinforcement at the front end.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Ropes Or Cables (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Claims (4)

  1. Ouvrage avec un point de changement de direction pour un organe de tension protégé contre la corrosion, notamment pour un câble incliné sur le pylône d'un pont haubané, sachant que l'organe de tension (1) est constitué d'une botte ou faisceau (3) d'éléments individuels comme par exemple des torons de fil d'acier (24), qui est enveloppée dans sa région exposée par un tubage (4) et qui est disposée dans la région du point de changement de direction à l'intérieur d'un tube de chaise (7) qui s'étend à l'intérieur d'un conduit (6) courbé en arc de cercle, caractérisé en ce que le tube de chaise (7), lui aussi courbé en forme d'arc de cercle, est poursuivi au-delà de la sortie tangentielle (P) de la botte (3) sur une longueur L, suffisante pour que la botte (3) soit exposée sans risque de buter ou reposer contre l'extrémité du tube de chaise (7).
  2. Ouvrage selon la revendication 1, caractérisé en ce qu'un élément d'amortissement (27), constitué d'un matériau plastiquement et/ou élastiquement déformable comme par exemple du polyéthylène, est disposé dans la région de sortie de la botte (3) du tube de chaise (7).
  3. Ouvrage selon la revendication 2, caractérisé en ce que l'élément d'amortissement (27) est réalisé de forme annulaire.
  4. Ouvrage selon la revendication 2 ou 3, caractérisé en ce que le contour intérieur de l'élément d'amortissement (27) est adapté à l'allure de la botte (3).
EP05010924A 2004-06-01 2005-05-20 Ouvrage avec d'une zone du changement de direction pour un élément de tension protégé contre la corrosion, notamment un câble incliné au pylône d'un pont haubané Not-in-force EP1609912B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
SI200531203T SI1609912T1 (sl) 2004-06-01 2005-05-20 Zgradba s toäśko preusmeritve za korozijsko zaĺ äśiten napenjalni element, zlasti preäśno vrv na pilonu mostu s poĺ evnimi zategami
PL05010924T PL1609912T3 (pl) 2004-06-01 2005-05-20 Budowla z miejscem przekierowania dla chronionego przed korozją cięgna, a w szczególności dla liny skośnej na pylonie mostu wantowego

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE202004008620U 2004-06-01
DE202004008620U DE202004008620U1 (de) 2004-06-01 2004-06-01 Ausbildung eines korrisionsgeschützten Zugglieds im Bereich einer an einer Abstützung angeordneten Umlenkstelle, insbesondere eines Schrägseils am Pylon einer Schrägseilbrücke

Publications (2)

Publication Number Publication Date
EP1609912A1 EP1609912A1 (fr) 2005-12-28
EP1609912B1 true EP1609912B1 (fr) 2010-10-13

Family

ID=34936731

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05010924A Not-in-force EP1609912B1 (fr) 2004-06-01 2005-05-20 Ouvrage avec d'une zone du changement de direction pour un élément de tension protégé contre la corrosion, notamment un câble incliné au pylône d'un pont haubané

Country Status (9)

Country Link
US (1) US7299516B2 (fr)
EP (1) EP1609912B1 (fr)
JP (1) JP4629500B2 (fr)
AT (1) ATE484630T1 (fr)
DE (2) DE202004008620U1 (fr)
ES (1) ES2354299T3 (fr)
PL (1) PL1609912T3 (fr)
PT (1) PT1609912E (fr)
SI (1) SI1609912T1 (fr)

Families Citing this family (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202004008621U1 (de) * 2004-06-01 2005-10-06 Dywidag-Systems International Gmbh Ausbildung eines korrosionsgeschützten Zugglieds im Bereich seines Eintritts in ein Bauwerk, insbesondere eines Schrägseils am Pylon einer Schrägseilbrücke
DE102007017697A1 (de) * 2007-04-14 2008-10-23 Dywidag-Systems International Gmbh Zugglied für Bauwerke sowie Verfahren zu dessen Herstellung
CN101608426B (zh) * 2008-06-20 2012-04-04 上海浦江缆索股份有限公司 仿悬索桥主缆线性单元束股的预成型牵引机构
FR2968681B1 (fr) * 2010-12-08 2015-05-29 Soletanche Freyssinet Dispositif de deviation d'un cable de structure tel qu'un hauban, et ouvrage ainsi equipe
DE102011106431B3 (de) * 2011-07-04 2012-10-25 Dywidag-Systems International Gmbh Anordnung zum Abstützen eines Zugglieds, insbesondere eines Schrägseils, quer zu seiner Längserstreckungsrichtung
US8640292B1 (en) * 2012-05-21 2014-02-04 Felix L. Sorkin Deviator system for use in post-tension segmental concrete construction
CN102912727A (zh) * 2012-11-02 2013-02-06 江阴法尔胜住电新材料有限公司 能抵抗斜拉索钢绞线滑移的部分斜拉桥分丝管索鞍
CN102995558B (zh) * 2012-12-25 2014-09-17 合肥斯派索材料科技有限公司 用于索塔斜置的拉索转向器
CN104594184B (zh) * 2015-01-14 2016-07-06 山东省交通规划设计院 一种大跨径叠合梁斜拉桥压重体系
CN105445181A (zh) * 2015-11-25 2016-03-30 安徽金星预应力工程技术有限公司 斜拉索水滴型索鞍预应力孔道摩擦系数的测定方法
CN105544391B (zh) * 2015-12-11 2017-08-22 浙江省交通规划设计研究院 一种用于悬索桥的组拼式索鞍结构
CN106436572B (zh) * 2016-12-01 2018-03-30 德阳天元重工股份有限公司 分体组合式散索鞍及其安装方法
CN106638310A (zh) * 2017-03-05 2017-05-10 郑州大学 一种高效的钢绞线斜拉索索鞍
CN108149573B (zh) * 2017-11-23 2019-08-27 中铁二院工程集团有限责任公司 一种斜拉桥桥塔索塔锚固区环向预应力钢束优化配置方法
CN111945569B (zh) * 2020-08-11 2022-04-08 中铁四局集团有限公司 一种小角度斜置钢拱塔无支架原位装配式不对称张拉拼装施工方法
CN112779867A (zh) * 2021-03-22 2021-05-11 广西路桥工程集团有限公司 一种钢管提篮拱桥拱肋节段正吊正挂的施工方法

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DE3138807C2 (de) * 1981-09-30 1986-10-30 Dyckerhoff & Widmann AG, 8000 München Freies gespanntes Zugglied, insbesondere Schrägkabel für eine Schrägkabelbrücke
DE8810423U1 (de) * 1988-08-18 1988-11-10 Dyckerhoff & Widmann AG, 8000 München Vorrichtung zur Auflagerung eines Zugglieds an einer Abstützung
JPH0666344A (ja) * 1992-08-17 1994-03-08 Mitsubishi Heavy Ind Ltd ケーブル制振装置
JP2903048B2 (ja) * 1993-09-21 1999-06-07 千壽 三木 貫通固定サドル
JP3462623B2 (ja) * 1995-05-01 2003-11-05 住友電工スチールワイヤー株式会社 Ｐｃ鋼より線群よりなるマルチストランドケーブルの部分液密構造
DE29517250U1 (de) * 1995-10-31 1995-12-14 Dyckerhoff & Widmann AG, 81902 München Abstützung eines freien Zugglieds, vorzugsweise eines Schrägseils einer Schrägseilbrücke
JP3176865B2 (ja) * 1997-03-31 2001-06-18 株式会社エスイー 偏向部用スペーサーと、偏向部におけるケーブル配設方法
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JP3592273B2 (ja) * 2001-08-13 2004-11-24 住友電工スチールワイヤー株式会社 斜材ケーブルのサドル出口部における構造
JP3836011B2 (ja) * 2001-10-25 2006-10-18 株式会社エスイー ケーブルの注入型防振装置
US6880193B2 (en) * 2002-04-02 2005-04-19 Figg Bridge Engineers, Inc. Cable-stay cradle system

Also Published As

Publication number Publication date
US20050262648A1 (en) 2005-12-01
PL1609912T3 (pl) 2011-06-30
EP1609912A1 (fr) 2005-12-28
ATE484630T1 (de) 2010-10-15
PT1609912E (pt) 2011-01-03
US7299516B2 (en) 2007-11-27
SI1609912T1 (sl) 2011-03-31
JP2005344502A (ja) 2005-12-15
DE502005010376D1 (de) 2010-11-25
JP4629500B2 (ja) 2011-02-09
ES2354299T3 (es) 2011-03-11
DE202004008620U1 (de) 2005-10-13

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