EP0896108A2 - Procédé de pose et de mise en tension d'un membre de précontrainte libre, et dispositif pour la mise en oeuvre du procédé - Google Patents

Procédé de pose et de mise en tension d'un membre de précontrainte libre, et dispositif pour la mise en oeuvre du procédé Download PDF

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Publication number
EP0896108A2
EP0896108A2 EP98111670A EP98111670A EP0896108A2 EP 0896108 A2 EP0896108 A2 EP 0896108A2 EP 98111670 A EP98111670 A EP 98111670A EP 98111670 A EP98111670 A EP 98111670A EP 0896108 A2 EP0896108 A2 EP 0896108A2
Authority
EP
European Patent Office
Prior art keywords
strand
tensioning
peeling tool
chair
plate
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
EP98111670A
Other languages
German (de)
English (en)
Other versions
EP0896108B1 (fr
EP0896108A3 (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
Dyckerhoff and Widmann AG
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 Dyckerhoff and Widmann AG filed Critical Dyckerhoff and Widmann AG
Publication of EP0896108A2 publication Critical patent/EP0896108A2/fr
Publication of EP0896108A3 publication Critical patent/EP0896108A3/fr
Application granted granted Critical
Publication of EP0896108B1 publication Critical patent/EP0896108B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08—Members specially adapted to be used in prestressed constructions
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08—Members specially adapted to be used in prestressed constructions
    • E04C5/12—Anchoring devices
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12—Mounting of reinforcing inserts; Prestressing
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T29/00—Metal working
    • Y10T29/49—Method of mechanical manufacture
    • Y10T29/49826—Assembling or joining
    • Y10T29/49863—Assembling or joining with prestressing of part
    • Y10T29/49874—Prestressing rod, filament or strand

Definitions

  • the invention relates to a method for installing and Tensioning a freely tensioned tension member, in particular one Cable-stayed cables for a cable-stayed bridge and one Device for performing the method.
  • Tension members as used in the construction industry to anchor Components, especially as stay cables for Cable-stayed bridges used consist of one Bundle of individual elements, such as steel wires or strands.
  • the individual elements are in the free area of the tension member arranged together in a tubular envelope; she become anchored longitudinally by the person concerned Components passed and at their entry point anchored opposite side.
  • the anchorages consist of anchor plates with holes, through which led the individual elements through and opposite which you e.g. anchored by means of multi-part ring wedges are.
  • the tubular casing can be in the free area of the Tension member made of a plastic tube, e.g. made of polyethylene (PE), or consist of a steel tube; in the Anchoring area usually consists of an anchor tube from steel.
  • PE polyethylene
  • the cavity between the individual elements and the tubular wrapping can if the individual elements themselves are protected against corrosion, remain unfilled or after clamping the individual elements with a Corrosion protection compound, e.g. Fat, or with a hardening Material, e.g. Cement mortar to be pressed out.
  • a Corrosion protection compound e.g. Fat
  • a hardening Material e.g. Cement mortar
  • the object of the invention to create a way to achieve this goal, the smallest possible distance from the end of the PE jacket the anchoring wedges when the tension member is in use, with the least possible effort and as large as possible To achieve security and tolerances, measurement errors or Exclude the like from the outset.
  • the invention is defined by those in claim 1 Procedural features solved;
  • the invention also relates a device for performing the method according to Claim 7.
  • the basic idea of the invention is the PE jacket to remove only in the course of the tensioning process, namely at the same time as tensioning the strand concerned over the Length of the expansion path that occurs at the end of tensioning. This will cause the geometric uncertainties eliminated, which can occur if the PE jacket is already there is removed before installing the strands.
  • this is at the tensioning end of the strand where the clamping press is used for clamping and the Dehnweg occurs, a peeling tool arranged on the PE sheath that attacks the strand.
  • the peeling tool can simplest case be a knife or the like with which the PE jacket is slit open during a break; the peeling tool is particularly advantageous from a stationary tool through which the jacket in the elongation of the strand that occurs as a result of tensioning peeled off, at least slit lengthways, so that it then has a simple cross section can be completely detached from the strand and removed.
  • the invention makes partial use of the teaching of DE 34 37 108 C2, which relates to a device and a method for assembling a generic tension member.
  • a tensioning chair with one in front of the armature disk and supported against the component by means of a support structure is used Intermediate anchor plate used.
  • This plate has bores for the passage and intermediate anchoring of the individual elements, each of which continues on the side of the plate facing the armature disk in a piece of pipe fastened thereon, onto which a ring wedge can be pushed with a resilient widening.
  • the strands are successful pull in or push in through a ring wedge can without fear that the strands or their coating damaged by the teeth of the wedges or even the wedges prematurely in the conical bore pulled in and thus blocked the strands prematurely would.
  • the invention can also be used to tension the strands such prestressing chair are used, in contrast the Peeling tools are supported.
  • the cutting edge of the peeling tools must be as wide as possible reach to the surface of the armature plate.
  • the later anchoring wedge already available, he can click on the tubular one Peeling tool to be put on when the The strand is peeled off through the hole in the support plate of the prestressing chair is withdrawn. In order to there will be space to remove the anchoring wedge from the To be able to push the peeling tool down onto the strand.
  • FIGS. 1 and 2 show the two end anchorages of a stay cable one Cable-stayed bridge, namely anchoring to the - upper - Clamping side A at the top of a pylon and the anchoring on the - lower anchoring side B on the carriageway girder.
  • the stay cable is separated by two strands 1a and 1b symbolizes that in practice part of a bundle of one any number of strands.
  • the strands 1a, 1b consist of high-strength Steel wires that are galvanized, greased and each with are surrounded by a PE jacket 2a, 2b.
  • a tensioning chair 15 is then mounted on tensioning side A.
  • the tensioning chair 15 consists of a spaced from the Armature plate 8 parallel to this lying chair plate 16, by supports 17 against the abutment plate 6 and so is supported against the building 4.
  • the chair top 16 is, similar to the armature disk 8, with holes 18 provided, in the additional ring wedges 19 are used can.
  • the strands are installed individually. This can be done using one of the known assembly methods take place, e.g. by shooting in or pulling in.
  • a peeling knife 20 is shown in FIG. 6 in Oblique view. It consists of a tube part 21 with at least one cutting edge 22 on the lower and side Approaches 23 at the top, with the help of it bayonet-like in relation to the chair plate 16 can be supported.
  • the tensioning press 14 is placed on the tensioning chair 15 attached for tensioning the strand 1a.
  • the clamping press 14 Appropriately on the tensioning chair 15 with the help of a small one second tensioning chair 24 supported. This offers the Possibility of temporary wedge 19 for a later To be able to hold back the strand 1a.
  • the strand 1a is connected to the PE jacket 2a through the surrounding peeling knife 20 and pulled through the bore 25 in the armature plate 8.
  • Cutting edge 22 of the peeling knife 20 becomes the PE jacket 2a slit open up to the armature disk 8 and peeled off.
  • a still necessary cross cut to complete The PE sheath 2a can then be removed become.
  • the strand 1a is easily accessible, since that Cross-section of stranded wires seen from the bottom up is built up in layers.
  • the peeling knife 20 is expedient trained that it the blow when pulling the strand following the stranded wires.
  • the paring knife must for this purpose, however, under pressure to its Axis can be rotated; at least its lower edge must be having part opposite its upper, the support effecting part, be rotatable.
  • the strand 1a can Clamping process can also be stripped by hand.
  • the wedge 11 is then placed on a tube surrounding the strand 1a positioned on the underside of the chair plate 16 is attached.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Piles And Underground Anchors (AREA)
  • Ropes Or Cables (AREA)
  • Tension Adjustment In Filamentary Materials (AREA)
  • Coating With Molten Metal (AREA)
  • Spinning Or Twisting Of Yarns (AREA)
EP98111670A 1997-08-05 1998-06-25 Procédé de pose et de mise en tension d'un membre de précontrainte libre, et dispositif pour la mise en oeuvre du procédé Expired - Lifetime EP0896108B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19733822 1997-08-05
DE19733822A DE19733822A1 (de) 1997-08-05 1997-08-05 Verfahren zum Einbauen und Spannen eines freigespannten Zugglieds und Vorrichtung zum Durchführen des Verfahrens

Publications (3)

Publication Number Publication Date
EP0896108A2 true EP0896108A2 (fr) 1999-02-10
EP0896108A3 EP0896108A3 (fr) 2000-09-27
EP0896108B1 EP0896108B1 (fr) 2004-04-21

Family

ID=7838038

Family Applications (1)

Application Number Title Priority Date Filing Date
EP98111670A Expired - Lifetime EP0896108B1 (fr) 1997-08-05 1998-06-25 Procédé de pose et de mise en tension d'un membre de précontrainte libre, et dispositif pour la mise en oeuvre du procédé

Country Status (6)

Country Link
US (1) US6055691A (fr)
EP (1) EP0896108B1 (fr)
JP (1) JP3890148B2 (fr)
AT (1) ATE264962T1 (fr)
DE (2) DE19733822A1 (fr)
ES (1) ES2217458T3 (fr)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1129264B1 (fr) * 1999-09-15 2006-03-01 Freyssinet Cable a fils paralleles pour structure d'ouvrage de construction, ancrage d'un tel cable, et procede d'ancrage
CN100419185C (zh) * 2005-07-27 2008-09-17 同济大学 压电智能锚具装置
CN101793002A (zh) * 2010-03-29 2010-08-04 中铁二院工程集团有限责任公司 铁路钢桁梁斜拉桥整体复合式索梁锚固结构
CN101864725A (zh) * 2010-07-16 2010-10-20 四川省交通厅公路规划勘察设计研究院 Frp筋与钢绞线连接器及复合拉索
CN101949218A (zh) * 2010-10-08 2011-01-19 天津滨海盈信投资有限公司 一种钢绞线的编束方法
CN102003072A (zh) * 2010-10-08 2011-04-06 天津滨海盈信投资有限公司 一种钢绞线编束、穿束施工方法
WO2012140463A1 (fr) 2011-04-15 2012-10-18 Soletanche Freyssinet Dispositif d'ancrage destiné à un câble à plusieurs tendons
WO2012140462A1 (fr) 2011-04-15 2012-10-18 Soletanche Freyssinet Procédé permettant de protéger l'extrémité d'un câble à plusieurs tendons
CN103866691A (zh) * 2014-03-27 2014-06-18 中交一公局第一工程有限公司 一种大型缆索吊承重索群锚装置
CN106284074A (zh) * 2016-08-30 2017-01-04 中铁大桥勘测设计院集团有限公司 一种多面承压抗拔组合传力主缆锚固结构及其施工方法
CN109137763A (zh) * 2018-10-29 2019-01-04 招商局重庆交通科研设计院有限公司 拉索切割装置及拉索拆除施工方法

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10062227A1 (de) 2000-12-13 2002-06-20 Dyckerhoff & Widmann Ag Verfahren zum Einbauen und Spannen eines freigespannten Zugglieds, insbesondere eines Schrägseils für eine Schrägseilbrücke sowie Verankerungsvorrichtung zum Durchführen des Verfahrens
FR2818676B1 (fr) * 2000-12-27 2003-03-07 Freyssinet Int Stup Procede de demontage d'un cable de precontrainte et dispositif pour la mise en oeuvre
JP2006526716A (ja) * 2003-06-02 2006-11-24 フレシネ 平行ワイヤケーブルを固定する方法および建造物用の懸架機構
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
KR100949196B1 (ko) * 2009-08-11 2010-03-23 김성희 강연선 재인장 장치
CN102704396A (zh) * 2012-06-27 2012-10-03 四川天元机械工程股份有限公司 一种悬索桥主缆锚固方法
CA3022477A1 (fr) 2016-05-12 2017-11-16 Fdh Infrastructure Services, Llc Dispositif de relachement de tension de tige et ses procedes de fonctionnement
KR101943955B1 (ko) * 2018-07-04 2019-01-31 세기하이테크건설 주식회사 강성피복 강연선을 이용한 텐던 시공공법
CN109610310B (zh) * 2018-12-12 2023-07-25 湖南大学 适用于悬臂状态的型钢-uhpc组合桥面结构及其施工方法

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US30342A (en) * 1860-10-09 Improved packing-press
US1273713A (en) * 1917-08-24 1918-07-23 Solomon E Aaron Pliers.
US3597830A (en) * 1968-11-29 1971-08-10 Lawrence R Yegge Method and apparatus for post tensioning and anchoring prestressing tendons
US3755880A (en) * 1969-09-26 1973-09-04 J Simms Tensioning devices
CH527348A (de) * 1970-05-25 1972-08-31 Brandestini Antonio Verfahren zum Spannen und Verankern der Drähte eines Spanndrahtbündels
US4053974A (en) * 1971-03-01 1977-10-18 Conenco International Limited Method of forming a concrete structure with a recess to receive an anchorage
USRE30342E (en) 1977-02-22 1980-07-22 Micro Electronics, Inc. Wire stripper having replaceable blades
DE3038898C2 (de) * 1980-10-15 1985-10-10 Dyckerhoff & Widmann AG, 8000 München Verfahren zum Erzeugen eines Korrosionsschutzes bei Litzen aus hochfesten Stahldrähten
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
US4715106A (en) * 1986-03-07 1987-12-29 The Goodyear Tire & Rubber Company Method for belt splice preparation
FR2656883B1 (fr) * 1990-01-11 1992-08-28 Freyssinet Int Stup Perfectionnements aux ponts a haubans et plus particulierement a leurs haubans, pylones et tabliers.
MX9504747A (es) * 1994-12-02 1997-05-31 Dyckerhoff & Widmann Ag Dispositivo cortador de recubrimiento y metodo.
US5632088A (en) * 1995-05-25 1997-05-27 Naso; Dan Cable stripper device

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1129264B1 (fr) * 1999-09-15 2006-03-01 Freyssinet Cable a fils paralleles pour structure d'ouvrage de construction, ancrage d'un tel cable, et procede d'ancrage
CN100419185C (zh) * 2005-07-27 2008-09-17 同济大学 压电智能锚具装置
CN101793002A (zh) * 2010-03-29 2010-08-04 中铁二院工程集团有限责任公司 铁路钢桁梁斜拉桥整体复合式索梁锚固结构
CN101864725A (zh) * 2010-07-16 2010-10-20 四川省交通厅公路规划勘察设计研究院 Frp筋与钢绞线连接器及复合拉索
CN101949218A (zh) * 2010-10-08 2011-01-19 天津滨海盈信投资有限公司 一种钢绞线的编束方法
CN102003072A (zh) * 2010-10-08 2011-04-06 天津滨海盈信投资有限公司 一种钢绞线编束、穿束施工方法
CN102003072B (zh) * 2010-10-08 2012-07-04 天津滨海盈信投资有限公司 一种钢绞线编束、穿束施工方法
WO2012140462A1 (fr) 2011-04-15 2012-10-18 Soletanche Freyssinet Procédé permettant de protéger l'extrémité d'un câble à plusieurs tendons
WO2012140463A1 (fr) 2011-04-15 2012-10-18 Soletanche Freyssinet Dispositif d'ancrage destiné à un câble à plusieurs tendons
US8925266B2 (en) 2011-04-15 2015-01-06 Soletanche Freyssinet Anchoring device for a multi-tendon cable
US9446541B2 (en) 2011-04-15 2016-09-20 Soletanche Freyssinet Method of protecting the end of a multi-tendon cable
CN103866691A (zh) * 2014-03-27 2014-06-18 中交一公局第一工程有限公司 一种大型缆索吊承重索群锚装置
CN103866691B (zh) * 2014-03-27 2015-09-09 中交一公局第一工程有限公司 一种大型缆索吊承重索群锚装置
CN106284074A (zh) * 2016-08-30 2017-01-04 中铁大桥勘测设计院集团有限公司 一种多面承压抗拔组合传力主缆锚固结构及其施工方法
CN106284074B (zh) * 2016-08-30 2018-03-16 中铁大桥勘测设计院集团有限公司 一种多面承压抗拔组合传力主缆锚固结构及其施工方法
CN109137763A (zh) * 2018-10-29 2019-01-04 招商局重庆交通科研设计院有限公司 拉索切割装置及拉索拆除施工方法
CN109137763B (zh) * 2018-10-29 2023-12-01 招商局重庆交通科研设计院有限公司 拉索切割装置及拉索拆除施工方法

Also Published As

Publication number Publication date
JPH11117229A (ja) 1999-04-27
ATE264962T1 (de) 2004-05-15
HK1016671A1 (en) 1999-11-05
JP3890148B2 (ja) 2007-03-07
EP0896108B1 (fr) 2004-04-21
DE19733822A1 (de) 1999-02-11
DE59811220D1 (de) 2004-05-27
EP0896108A3 (fr) 2000-09-27
ES2217458T3 (es) 2004-11-01
US6055691A (en) 2000-05-02

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