EP1358389B1 - Dispositif permettant d'ajuster un rail sur l'infrastructure d'une voie - Google Patents

Dispositif permettant d'ajuster un rail sur l'infrastructure d'une voie Download PDF

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Publication number
EP1358389B1
EP1358389B1 EP02718089A EP02718089A EP1358389B1 EP 1358389 B1 EP1358389 B1 EP 1358389B1 EP 02718089 A EP02718089 A EP 02718089A EP 02718089 A EP02718089 A EP 02718089A EP 1358389 B1 EP1358389 B1 EP 1358389B1
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EP
European Patent Office
Prior art keywords
rail
support plate
adjusting
sleeves
base
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.)
Expired - Lifetime
Application number
EP02718089A
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German (de)
English (en)
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EP1358389A1 (fr
Inventor
Jörg Schwarzbich
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Individual
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Individual
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/66—Rail fastenings allowing the adjustment of the position of the rails, so far as not included in the preceding groups
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/06—Height or lateral adjustment means or positioning means for slabs, sleepers or rails

Definitions

  • the invention relates to a device for adjusting a rail on a track substructure, with a support plate supporting the rail, which is held on both sides of the rail bolt on the track substructure, and with two rotatable, each one of the bolts associated adjusting units for adjusting the support plate relative to the Bolt.
  • the rails When laying tracks for rail vehicles, the rails must be precisely adjusted, both in the lateral direction and in height, to ensure the smoothest possible movement of the rail vehicle. So far, it is common to attach the support plate on which the rail is supported with at least two bolts which are anchored in the railway sleepers.
  • adjusting the adjusting units for the lateral adjustment of the rail are formed as eccentric, which are each arranged on one of the bolts, so that by simultaneous rotation of both eccentric the base plate and thus the rail in the lateral direction can be adjusted.
  • the height adjustment is done mostly by the fact that between the rail and the support plate a height compensation plate of suitable thickness is inserted.
  • the rail base is held in place with elastic tension clamps, which are clamped against the rail foot either with the aid of the abovementioned bolts or with separate nuts or screws.
  • the flexibility of these clamps then makes it possible to compensate for any height differences between the rail and the support plate.
  • the lateral and vertical deviations between nominal and actual position are first measured with a moving on the rails measuring carriage, and on the basis of these measurement results, a corresponding side and height adjustment is then made.
  • the object of the invention is to simplify these Justiervortician.
  • This object is achieved in that the adjusting units are coupled by a transmission for synchronizing adjustment.
  • the invention is not limited to a side adjustment of the rail, but can also be used for a height adjustment of the rail.
  • the adjusting units are each formed by two sleeves, which are arranged on one of the bolts and are in threaded engagement with each other. If the sleeves, which are forcibly coupled together by the transmission, are rotated synchronously by a certain angle, so there is a proportional to this angle and the thread pitch height adjustment of the support plate.
  • the positive coupling ensures that the support plate always retains its horizontal position.
  • the height adjustment takes place with gelokkerten bolt. Since the threaded sleeves are arranged directly on the bolt, they can stably absorb the tightening torques of the bolts when the bolts are tightened later. In this way, a bending stress of the support plate is prevented.
  • the transmission has an intermediate gear arranged between the two adjusting units, which meshes with toothed rings formed on the rotatable adjusting units.
  • the intermediate gear is preferably also formed on a further threaded sleeve, which is in threaded engagement with a basic sleeve arranged so as to be rotationally fixed directly under the rail stands.
  • the middle pair of threaded sleeves can have a larger diameter, so that a greater load capacity is achieved.
  • the intermediate gear may have a larger number of teeth than the sprockets on the other two threaded sleeves. This results in all three threaded sleeves a uniform stroke, but then the thread pitch in the middle pair of threaded sleeves to the thread pitch of the outer sleeve pairs must be in the same ratio as the number of teeth.
  • the adjusting units are designed both for height adjustment and for lateral adjustment of the rail.
  • This can be achieved, for example, in that two eccentrics are rotatably mounted in a lower base plate, each receiving one of the bolts in an eccentric bore and having sprockets which are coupled together by an intermediate gear.
  • An adjusting tool on which a gear is arranged can be inserted into the device so that the gear meshes with one of the sprockets or possibly also with the intermediate gear. By turning the adjusting tool thus the eccentric can be rotated synchronously, so that the base plate moves in the lateral direction relative to the bolts.
  • each eccentric Coaxially to the axis of rotation of each eccentric is a base sleeve which is threadedly engageable with a height adjustable telescoping sleeve.
  • the intermediate gear is surrounded by a non-rotatable third base sleeve, which is in threaded engagement with a third telescopic sleeve.
  • On the third telescopic sleeve serving as an intermediate gear sprocket is formed, which meshes with sprockets on the other two telescopic sleeves. In this way, the rotational movements of the telescopic sleeves are synchronized relative to the respective basic sleeves with each other.
  • the already mentioned adjusting tool or a trained second adjusting tool can be used for driving the Teleskophülsen.
  • All three telescopic sleeves support together the support plate for the rail foot.
  • the support plate can thus be adjusted by turning the telescopic sleeves in height, while rotating the eccentric causes a sideways movement of the support plate together with the base plate, the base sleeves and telescopic sleeves.
  • Adjustment devices of the type described above may be provided in pairs for the left and right rail of the track. These adjusting devices, each supporting one of the rails of the track, can be arranged, like conventional railway sleepers, directly on a flat concrete track bed, so that the entire track substructure is formed by the flat track bed and the adjusting devices anchored thereon by means of the bolts. It is therefore no longer necessary to attach prefabricated sleepers on the track bed. As a result, not only the adjustment of the rails, but also the production of the rail substructure is considerably simplified, so that can be achieved considerable cost savings.
  • FIG. 1 of a rail 10 of a railway track only the rail foot 12 is shown, which is supported via a sound insulating liner 14 and an adjusting device 16 on a flat track bed 18 made of concrete.
  • the adjusting device 16 has a base plate 20, which in turn is supported on the track bed 18 via a sound-absorbing intermediate layer 22.
  • the adjusting device 16 a support plate 24 which carries the weight of the rail 10 and upturned ribs or tabs 26, between which the rail base 12 is inserted.
  • the support plate 24 is sometimes referred to as a ribbed plate.
  • two adjustment units 28 are arranged, which allow a height adjustment of the support plate 24 relative to the base plate 20.
  • the adjusting device 16 With two bolts 30, which are arranged on opposite sides of the rail 10, the adjusting device 16 is anchored in the track bed 18.
  • two anchors 32 are embedded in the concrete of the track bed 18, in each of which one of the bolts 30 is screwed.
  • the dowels 32 each have in their lower, not shown in the drawing section, a relatively coarse external thread, with which they can be screwed after the casting of the track bed 18 in the fresh concrete, as described in the patent application DE 100 54 041.
  • a clamping plate 34 is arranged on each bolt 30, which carries on the underside a sound-absorbing and friction-increasing coating 36 and is clamped by the head 38 of the bolt firmly against the rail foot 12.
  • anchors 32 thus the rail 10 and the adjusting device 16 are tightened against the surface of the track bed.
  • the intermediate layers 14, 22 and the sound-absorbing coatings 36 of the clamping plates 34 while the transmission of structure-borne noise is effectively suppressed in the environment, so that the driving noise of the rail vehicle is considerably reduced.
  • the friction-increasing coating 36 of the clamping plates also helps to increase the axial retention force for the rail 10.
  • clamping plates 34 it is also possible to replace the clamping plates 34 by curved, spring-elastic clamping clamps according to the prior art. While in the example shown, the clamping plates 34 are held directly on the bolt 30, which also serve to fasten the adjusting device 16, it is also possible in a modified embodiment, the clamping plates 34 or the clamps using separate screws on the support plate 24 to attach.
  • Each adjusting unit 28 has an eccentric 40, which is rotatably mounted in the base plate 20 with a pot-shaped upper part 42.
  • the cup-shaped part 42 goes down into an eccentrically arranged bush 44, which is penetrated by the bolt 30 and engages through an opening of the intermediate layer 22 into the upper end of the dowel 32 (or optionally attached to a projecting upper end of the dowel ).
  • a sprocket 46 is formed at the upper edge of the cup-shaped part 42.
  • the sprockets 46 of the two adjustment 28 mesh both with an intermediate gear 48. In this way, the two eccentric 40 in the transmission ratio 1: 1 coupled together.
  • an adjusting tool 50 is provided, which is indicated on the left side in Figure 1 only dash-dotted lines.
  • This adjusting tool 50 has a shaft 52 which can be inserted in an offset from the adjustment unit 28 position from above through an opening of the support plate 24 and then rotatably engages with an opening formed at the lower end pin 54 in an opening of the base plate 20.
  • the shaft 52 carries a gear 56 which meshes with the ring gear 46 of the eccentric 40.
  • the rotation of the eccentric 40 causes a displacement of the bushes 44 relative to the axes of rotation of the eccentric, which are defined by the bearings in the base plate 20. Since the bushings 44 fit into the dowels 32, the entire adjusting device 16 shifts relative to the track bed 18. In this way, with loose bolts 30 a simple and precise lateral adjustment of the rail 10 is made possible.
  • each adjustment unit 28 further includes two thread-threaded threaded sleeves, which will be referred to in the following for better distinction as a base sleeve 58 and telescopic sleeve 60.
  • the basic sleeves 58 are each arranged coaxially with the cup-shaped part 42 of the associated eccentric 40 and engage with their lower end rotatably in the cup-shaped part 42, as can be seen more clearly in Figure 2.
  • a third base sleeve 62 is arranged, which has a larger diameter and rotationally fixed to the base plate 20 is connected.
  • the intermediate gear 48 is rotatably supported in a groove at the lower end of the basic sleeve 62.
  • a third telescopic sleeve 64 is screwed.
  • the thread pitch of the external thread of the third telescopic sleeve 64 and the corresponding internal thread of the third basic sleeve 62 is twice the thread pitch of the outer threaded sleeves 58, 60.
  • the telescopic sleeves 60 are mounted with their upper end in the support plate 24 and have a ring gear 66 immediately below the support plate.
  • the third telescopic sleeve 64 carries a sprocket 68, which acts as an intermediate gear between the sprockets 66, so that the rotational movements of the two telescopic sleeves 60 are synchronized.
  • the number of teeth and the pitch circle diameter of the ring gear 68 are twice the number of teeth of Wälz Vietnamese tomessers each of the sprockets 66, so that between each of the telescopic sleeves 60 and the telescopic sleeve 64 is a transmission ratio of 2: 1. Due to this ratio and the pitch of the telescopic sleeve 64 thus perform all three telescopic sleeves 60, 64 in a rotation of the same stroke, so that the supported on the telescopic support plate 24 is raised or lowered evenly.
  • adjusting tool 68 is inserted through an opening of the base plate 24 and then lies in a formed on the underside of the base plate 24 receptacle 70, which meshes with its gear 56 with the ring gear 66 of the associated telescopic sleeve 60.
  • the bolts 30 are gelokkert.
  • a measuring carriage not shown, then moves on the rails of the track in a position above the adjusting device 16 and measures the position of the rail 10.
  • the adjusting 50, 68 can then be extended from the measuring carriage down and driven by a motor to the aid of the adjustment 16 make the required side and height adjustment of the rail 10.
  • the result of the calibration process can then be determined with the help of Trolley be controlled directly.
  • the base sleeves 58 and 62 each have a flange 72 and 74 at the upper end. These flanges are interlocked by mating notches and teeth 76 or, optionally, by fully formed sprockets, so that the base sleeves 58 do not rotate when the telescoping sleeves 60 are rotated. In this way, co-rotation and thus an adjustment of the eccentric 40 is prevented.
  • the weight of the rail 12 and the rail vehicles traveling thereon is uniformly received by the three pairs of base sleeves and telescopic sleeves, without the support plate 24 is subjected to a bending stress.
  • the adjusting units may be surrounded by a resilient covering made of foam rubber or in the form of a bellows arranged between the base plate 20 and the supporting plate 24.
  • the base plate 20 and the support plate 24 have central bores 78, 80, which make it possible to hold together the entire adjustment device 16 by means of a screw inserted through the central bores.
  • the teeth 56 belonging to the adjusting tools 50, 68 may be firmly integrated into the adjusting device 16, so that reduce the adjustment tools on simple socket wrench, which engage in these gears.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Transmission Devices (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Railway Tracks (AREA)
  • Automotive Seat Belt Assembly (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Types And Forms Of Lifts (AREA)
  • Transmissions By Endless Flexible Members (AREA)

Claims (17)

  1. Dispositif pour ajuster un rail (10) sur une infrastructure de voie ferrée (18), comportant une plaque de support (24) soutenant le rail (10), laquelle est maintenue sur l'infrastructure de voies (18) par des boulons (30) disposés des deux côtés du rail (10), et comportant deux unités de réglage (28) rotatives, associées chacune à l' un des boulons (30), pour régler la plaque de support (24) par rapport aux boulons (30), caractérisé en ce que les unités de réglage (28) sont couplées par des engrenages (46, 48 ; 66, 68) pour le réglage synchrone.
  2. Dispositif selon la revendication 1, caractérisé en ce que les unités de réglage (28) comportent chacune un excentrique (40) pour l'ajustage latéral du rail (10).
  3. Dispositif selon la revendication 2, caractérisé en ce que l'engrenage comporte deux couronnes dentées (46) qui sont réalisées chacune sur l'excentrique (40) d'une unité de réglage (28) et sont couplées entre elles par une roue dentée intermédiaire (48).
  4. Dispositif selon la revendication 2 ou 3, caractérisé en ce que les excentriques (40) sont montés tournants dans la plaque de support (24) ou dans une plaque de base (20) reliée à la plaque de support (24) de manière fixe en translation dans la direction latérale, et comportent chacun une douille (44) disposée de manière excentrée par rapport à l'axe de rotation, laquelle est traversée par le boulon (30) correspondant.
  5. Dispositif selon la revendication 4, caractérisé en ce que les boulons (30) sont vissés chacun dans une cheville (32) qui est ancrée dans l'infrastructure de voie (18), et en ce que les douilles (44) sont en prise avec les extrémités supérieures des chevilles (32).
  6. Dispositif selon la revendication 5, caractérisé en ce que l'infrastructure de voie est formée par un ballast de voie (18) plat en béton.
  7. Dispositif selon l'une des revendications précédentes, caractérisé en ce que chaque unité de réglage (28) comporte une paire de douilles filetées (58, 60) en prise filetée entre elles pour le réglage en hauteur de la plaque de support (24).
  8. Dispositif selon la revendication 7, caractérisé en ce que l'engrenage comporte deux couronnes dentées (66) qui sont réalisées chacune sur l'une des douilles filetées (58, 60) de chaque unité de réglage (28) et sont couplées entre elles par une roue dentée intermédiaire (68).
  9. Dispositif selon l'une des revendications 3 à 6 et la revendication 7 ou 8, caractérisé en ce que les douilles filetées (58, 60) de chaque unité de réglage (28) comprennent une douille de base (58), qui est disposée coaxialement à l'axe de rotation de l'excentrique (40) et prend appui sur l'excentrique (40), ainsi qu'une douille télescopique (60) qui soutient la plaque de support (24).
  10. Dispositif selon les revendications 8 et 9, caractérisé en ce que les couronnes dentées (66) sont réalisées sur les douilles télescopiques (60) qui sont montées tournantes dans la plaque de support (24), et en ce que les douilles de base (58) sont maintenues solidairement en rotation par rapport à la plaque de support (24).
  11. Dispositif selon la revendication 10, caractérisé en ce que sur la plaque de base (20), entre les douilles de base (58) des deux unités de réglage (28), est disposée une troisième douille de base (62) solidaire en rotation qui est en prise filetée avec une troisième douille télescopique (64) soutenant la plaque de support (24), et en ce que la roue dentée intermédiaire, qui couple les couronnes dentées (66) des douilles télescopiques (60) des unités de réglage (28), est formée par une couronne dentée (68) sur la troisième douille télescopique (64).
  12. Dispositif selon la revendication 11, caractérisé en ce que le pas du filetage de la troisième douille télescopique (64) est dans le même rapport aux pas du filetage des deux autres douilles télescopiques (60) que le diamètre du cercle de roulement de la roue dentée intermédiaire (68) par rapport aux diamètres des cercles de roulement des couronnes dentées (66) sur les douilles télescopiques (60) des unités de réglage (28).
  13. Dispositif selon l'une des revendications précédentes, caractérisé par un outil de réglage (50, 68) avec un arbre (50) qui peut être introduit depuis le haut à travers une ouverture (82, 84) de la plaque de support (24), dans le dispositif, et entraîne une roue dentée (56) qui engrène avec l'une des couronnes dentées (46, 66) ou des roues dentées intermédiaires (48, 68) de l'engrenage.
  14. Dispositif selon les revendications 3, 8 et 13, caractérisé en ce qu'à une unité de réglage (28) est associée une ouverture (82) de la plaque de support (24), de manière que l'outil de réglage (50), lorsqu'il est introduit dans cette ouverture, engrène avec la couronne dentée (46) de l'excentrique (40), et en ce qu'à l'autre unité de réglage (28) est associée une ouverture (84) de la plaque de support (24) ainsi qu'un logement (70) pour le soutien de l'outil de réglage (68), de manière que cet outil de réglage (68), lorsqu'il est introduit dans l'ouverture (84) et reçu dans le logement (70), engrène avec la couronne dentée (66) de la douille télescopique (60) de cette unité de réglage.
  15. Dispositif selon l'une des revendications précédentes, caractérisé en ce que le rail (10) sur la plaque dé support (24) est maintenu par des plaques de serrage (34) plates et rigides qui peuvent être serrées contre le pied (12) du rail (10).
  16. Dispositif selon la revendication 15, caractérisé en ce que les plaques de serrage (34) sont disposées sur les boulons (30) et peuvent être serrées contre le pied (12) du rail par les têtes (38) de ces boulons.
  17. Dispositif selon la revendication 15 ou 16, caractérisé en ce que les plaques de serrage (34) comportent chacune, sur la face inférieure, un revêtement (36) amortissant les vibrations et augmentant la friction.
EP02718089A 2001-02-08 2002-02-04 Dispositif permettant d'ajuster un rail sur l'infrastructure d'une voie Expired - Lifetime EP1358389B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE20102160U 2001-02-08
DE20102160U DE20102160U1 (de) 2001-02-08 2001-02-08 Vorrichtung zur Justierung einer Schiene auf einem Gleisunterbau
PCT/EP2002/001138 WO2002063099A1 (fr) 2001-02-08 2002-02-04 Dispositif permettant d'ajuster un rail sur l'infrastructure d'une voie

Publications (2)

Publication Number Publication Date
EP1358389A1 EP1358389A1 (fr) 2003-11-05
EP1358389B1 true EP1358389B1 (fr) 2006-04-26

Family

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EP02718089A Expired - Lifetime EP1358389B1 (fr) 2001-02-08 2002-02-04 Dispositif permettant d'ajuster un rail sur l'infrastructure d'une voie

Country Status (9)

Country Link
US (1) US7032829B2 (fr)
EP (1) EP1358389B1 (fr)
JP (1) JP2004518043A (fr)
KR (1) KR20020091114A (fr)
CN (1) CN1222663C (fr)
AT (1) ATE324492T1 (fr)
BR (1) BR0203997A (fr)
DE (2) DE20102160U1 (fr)
WO (1) WO2002063099A1 (fr)

Families Citing this family (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE20105698U1 (de) 2001-03-31 2002-08-01 Schwarzbich Joerg Befestigungsvorrichtung für Eisenbahnschienen
US6964476B2 (en) * 2002-09-25 2005-11-15 Brother Kogyo Kabushiki Kaisha Ink-jet recording apparatus
US6903669B1 (en) * 2003-10-03 2005-06-07 Cirrus Logic, Inc. Systems and methods for decoding compressed data
US7216558B2 (en) * 2003-10-03 2007-05-15 Tranergy Corporation Wheel sensor assembly for rail base mounting
DE102005024600B4 (de) * 2005-05-25 2021-01-28 Bwg Gmbh & Co. Kg Befestigung einer Unterlageplatte
DE102008028093A1 (de) * 2008-06-13 2009-12-17 Wirthwein Ag Stützpunkt und Befestigung für Schienen auf einer Holzschwelle
US8439566B2 (en) * 2010-03-09 2013-05-14 Caterpillar Global Mining Equipment Llc Wear pad adjustment assembly
US8544763B2 (en) * 2010-03-15 2013-10-01 Concrete Systems Inc. Prefabricated plinth for supporting a railway track
ES2373740B1 (es) * 2011-10-13 2012-12-26 Railtech Sufetra, S.A. Sistema de posicionamiento de un raíl.
US9062419B2 (en) * 2013-03-12 2015-06-23 Konecranes Plc Rail system for jacking tower
CA2945840A1 (fr) * 2013-04-15 2014-10-23 Kinergypower International Corp. Appareil d'exploitation d'energie cinetique pour voie ferree
KR101884361B1 (ko) * 2016-03-21 2018-08-02 (주)엘더스티앤엘 콘크리트 도상 분기기 시공용 잭
CN105887590A (zh) * 2016-05-26 2016-08-24 于俭海 一种轨道基础沉降后高度方向调整系统及调整方法
US10196951B2 (en) * 2016-05-31 2019-02-05 Boiler Tube Company Of America Selective catalytic reactor (SCR) door systems
CN106193054B (zh) * 2016-09-09 2018-01-16 中建三局集团有限公司 一种用于地铁基坑的支撑体系及其施工方法
CN108360306B (zh) * 2018-05-02 2024-05-24 宁波曙翔新材料股份有限公司 Crtsⅱ型轨道板植筋锚固系统销钉和销钉组件
CN108560335A (zh) * 2018-06-04 2018-09-21 华东交通大学 轨道齿轮式可伸缩调节防爬撑
DE102019120425A1 (de) * 2019-07-29 2021-02-04 Manfred Wiebusch Elektromobiles Verkehrssystem
CN110565448B (zh) * 2019-09-20 2024-03-12 中铁二院工程集团有限责任公司 一种可升降的无砟轨道结构及其调节方法

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1781251A (en) * 1929-06-15 1930-11-11 Bernard J Schwendt Rail support
DE894020C (de) 1950-12-14 1953-10-22 Fritz Dipl-Ing Schmidt Einstellbare Lagerung, insbesondere fuer Eisenbahnschienen
US2823866A (en) * 1955-06-01 1958-02-18 James H Jennison Adjustable rail support
US4632308A (en) * 1985-10-25 1986-12-30 Portec, Inc. Adjustable rail fastener assembly

Also Published As

Publication number Publication date
US20040065746A1 (en) 2004-04-08
CN1222663C (zh) 2005-10-12
US7032829B2 (en) 2006-04-25
BR0203997A (pt) 2003-02-11
DE50206560D1 (de) 2006-06-01
WO2002063099A1 (fr) 2002-08-15
DE20102160U1 (de) 2002-06-13
EP1358389A1 (fr) 2003-11-05
KR20020091114A (ko) 2002-12-05
JP2004518043A (ja) 2004-06-17
CN1455835A (zh) 2003-11-12
ATE324492T1 (de) 2006-05-15

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