EP1488041A1 - Procede pour la mise en place precise d'un support de voie de circulation et voie de circulation - Google Patents

Procede pour la mise en place precise d'un support de voie de circulation et voie de circulation

Info

Publication number
EP1488041A1
EP1488041A1 EP03744783A EP03744783A EP1488041A1 EP 1488041 A1 EP1488041 A1 EP 1488041A1 EP 03744783 A EP03744783 A EP 03744783A EP 03744783 A EP03744783 A EP 03744783A EP 1488041 A1 EP1488041 A1 EP 1488041A1
Authority
EP
European Patent Office
Prior art keywords
carrier
base
support
web
travel path
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
EP03744783A
Other languages
German (de)
English (en)
Other versions
EP1488041B1 (fr
Inventor
Dieter Reichel
Ralf Waidhauser
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.)
Max Boegl Bauunternehmung GmbH and Co KG
Original Assignee
Max Boegl Bauunternehmung GmbH and Co KG
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 Max Boegl Bauunternehmung GmbH and Co KG filed Critical Max Boegl Bauunternehmung GmbH and Co KG
Publication of EP1488041A1 publication Critical patent/EP1488041A1/fr
Application granted granted Critical
Publication of EP1488041B1 publication Critical patent/EP1488041B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00—Tracks for special kinds of railways
    • E01B25/30—Tracks for magnetic suspension or levitation vehicles
    • E01B25/305—Rails or supporting constructions

Definitions

  • the present invention relates to a method for positioning a carrier for a ground-level travel path of a track-bound vehicle, in particular a magnetic levitation train, the carrier having a guideway plate with guide elements arranged thereon for the vehicle, the carrier being arranged on a base carrier which has a base plate and the base plate is kept at a distance from the guideway plate by at least one web, and a ground-level guideway of a track-bound vehicle, in particular a magnetic levitation train with a carrier, the carrier having a guideway plate with guide elements arranged thereon for the vehicle, the carrier on a base carrier, which has a base plate is arranged and the base plate is held at a distance from the guideway plate by at least one web.
  • a generic route which consists of a precast concrete slab, on the two lateral edges of which functional levels for guiding a track-bound vehicle are arranged.
  • the precast concrete slab is arranged by means of spacers on the top of a beam and fastened there with holding devices. The fastening is carried out in such a way that free expansion of the temperature of the precast concrete slab is possible.
  • the carrier itself is placed on the ground of the site.
  • the carrier is placed on the base carrier with the interposition of the web arranged on the carrier or the base carrier.
  • the carrier is guided by guides of the base carrier, so that transverse movement of the carrier is largely excluded here.
  • the support is brought into its predetermined spatial curve by means of spindles supported on the base support or the web.
  • the resulting space between the base support and / or the web and / or support is then filled with an under-molding compound which advantageously allows a longitudinal displacement of the support on the base support.
  • This method according to the invention ensures that the carrier is subject to a temperature expansion only in a very defined manner. While a transverse movement is largely excluded, a longitudinal movement of the carrier in the advantageous embodiment is only allowed along the guide elements.
  • the support is non-positively through the base with the underlying surface or structure fixed. While in the case of short supports a longitudinal displaceability of the support is usually not necessary, it has proven to be particularly advantageous for longer supports to compensate for the longitudinal expansion.
  • the length of the girder that the longitudinal displacement is required depends on the structural conditions and the requirements for the permissible tolerances in operation.
  • the carrier has a web
  • the design of the web can already act as an element for guiding the carrier in interaction with the guides of the basic carrier.
  • the carrier is mounted essentially continuously on the basic carrier, then a very simple construction, especially of the carrier, is possible. In addition, a particularly precise guidance of the carrier is obtained, with which the tolerances can be maintained even in a very narrow range.
  • the spindles can be arranged on the webs or the connections. The most advantageous arrangement depends in particular on the design of the carrier and the accessibility of the spindles
  • the carrier is fixed to the base carrier at least at one point, in particular in the region of the center of the carrier.
  • This creates a fixed bearing from which the carrier can carry out thermal expansions.
  • the fixed point is arranged in the longitudinal direction of the carrier in the region of the center of the carrier, the carrier experiences a relatively low thermal expansion on both sides of the fixed bearing. As a result, the connection points to the subsequent beams are little burdened by the thermal expansions.
  • a rigid potting material is used between the guides and the carrier, the longitudinal and transverse forces that occur are derived through the positive connection between the guides and the carrier or potting material.
  • the carrier is guided very closely and permits no or only slight movements in the transverse direction. This enables exact positioning of the carrier or of the attachments arranged on the upper chord. The vehicle can thus be guided very precisely.
  • a separating layer is arranged between the base support and the support, in particular between the casting compound and the support, a longitudinal displacement of the support without tension is advantageously brought about.
  • the carrier slides on the separating layer in its expansions, which are caused by changes in temperature or applied loads, without uncontrolled movements or even damage occurring.
  • a plastic plate is advantageously arranged between the spindle and the base support, which can yield somewhat under load. As a result, it supports the entire area between the underside of the beam and the casting. A discrete load transfer via the spindle is prevented.
  • an elastic casting material is used to fill in transverse joints between the support and the guide of the base support, which are spaced further apart from the fixation.
  • the elastic potting material is more or less compressed by the permissible longitudinal displacement of the carrier. This also prevents damage to the carrier or the base carrier and enables a targeted movement of the carrier.
  • the attachments are cast into the top chord.
  • the casting of the Add-on parts with the upper belt are carried out in one step in particular with the production of the upper belt and this is done overhead.
  • the attachments can be welded or screwed to the top chord. This is possible both in the case of a steel structure and in the case of a concrete structure of the carrier and creates advantages in individual embodiments of the invention.
  • the support is cast in with the load applied, it is ensured that the support and thus the attachments have the required position, in particular when the load is applied.
  • successive carriers are coupled to one another along the travel path when the casting compound is elastic. If, on the other hand, an under-molding compound is used which is rigid and therefore does not permit a change in the height of the carrier when the vehicle is crossed, the carriers can also follow one another uncoupled.
  • a generic travel path is designed such that the travel path from a carrier is arranged on the basic carrier with the interposition of the web arranged on the carrier or the basic carrier.
  • the carrier is guided in the transverse direction by guides of the base carrier and / or the web.
  • a lateral evasion of the carrier is not possible.
  • Spindles are arranged on the carrier and / or web for positioning the carrier in accordance with the required space curve.
  • the space between the basic carrier and / or the web and / or carrier is filled with a casting compound which permits longitudinal displacement of the carrier on the basic carrier.
  • the carrier is advantageously mounted continuously on the basic carrier. This ensures exact guidance of the carrier and the associated guidance for the vehicle.
  • the carrier advantageously has a web which, in the installed position, projects substantially downward from the carrier, the guidance of the carrier with the base carrier can be realized particularly advantageously here.
  • the arrangement of a web also provides the carrier itself with additional stability, which improves assembly and operation.
  • the basic carrier is a base plate on which the carrier stands, simple and quick production is possible.
  • the guides for the wearer consist of one or more humps or troughs.
  • the bumps which interact, for example, with webs of the wearer, provide the wearer with guidance in the longitudinal direction. The same takes place if a trough is provided in the basic carrier, in which the carrier sits.
  • a targeted displacement of the carrier is made possible by positive locking.
  • the carrier has a plurality of, in particular two, webs which are spaced apart from one another in the transverse direction of the carrier, a particularly stable carrier is created which is also very easy to guide.
  • Bumps of the base support can, for example, lie between the two webs. be ordered and thus represent a simple, form-fitting longitudinal guide for the wearer.
  • the carrier can be connected to the base carrier at this point, which creates a fixed bearing.
  • This fixed bearing can be made either by a screw connection to the base support or by the base support and the support being concreted together, for example using a connecting reinforcement.
  • the carrier is fixed to the base carrier, in particular in the region of the center of the carrier. In this way, starting from this fixed bearing, the expansion of the carrier can take place in both longitudinal directions, as a result of which the individual amounts of the longitudinal expansion become smaller.
  • a separating layer is arranged between the base support and the support, in particular between the casting compound and the support. This separating layer ensures the relative movement of the base carrier and carrier to one another.
  • Mortar creates a rigid base for the carrier, while the elastomer forms an elastic base.
  • the carrier creates a type of mass-spring system, which in particular enables the vehicle to run smoothly.
  • a kind of mass-spring system can also be generated by an elastic mounting of the carrier on the base carrier.
  • the sinking of two adjacent beams when the vehicle crosses must be the same by coupling the two beams to avoid an impact.
  • attachments are cast into the top chord or welded or screwed to the top chord, a fixed connection is created between the attachments and the top chord, thereby ensuring the positional accuracy of the attachments depending on the top chord or carrier.
  • the carrier and / or the base carrier has through-openings and / or water drainage openings running in the transverse direction. This makes it possible for inspection staff but also for animals to cross the route and to avoid water build-up when it rains or when the snow melts. If the support cantilevered at least at one of its ends with respect to the base of the web or the base support, this also creates an opening which enables people or animals to cross the path.
  • the base support and / or the support are made of concrete, in particular as a precast concrete part, then very precise production and, moreover, very quick laying of the guideway is made possible.
  • FIG. 1 shows a basic carrier in a perspective view
  • FIG. 2 shows a longitudinal section through a carrier and base carrier
  • FIG. 3 shows a detailed view of a carrier end
  • FIG. 4 shows a detailed view of a carrier center
  • Figure 5 is a perspective sectional view of two successive carriers and Figure 6 to 9 further embodiments.
  • Figure 1 shows a perspective view of a base support 1 according to one embodiment of the invention.
  • the basic carrier 1 consists of a base plate 2 on which two bumps 3 are arranged.
  • the base plate 2 and the bumps 3 are made of concrete and laid on the floor.
  • the base plate 2 can also be another primary structure, such as a bridge or the underground of a tunnel section.
  • the humps 3 represent the guide elements for the carrier to be placed later on the base carrier 1.
  • the humps 3 have lateral flanks 4, which, if necessary with the assistance of one arranged between the lateral flanks 4 and the carrier, explained in more detail later Potting material a movement of the carrier in the longitudinal direction x.
  • the bumps 3 also have inner flanks 5 and outer flanks 6 in this exemplary embodiment. Said flanks 5 and 6, which are not absolutely necessary in other exemplary embodiments that are not shown, can likewise be subjected to potting compound in accordance with the present exemplary embodiment with respect to the carrier.
  • At least the flanks 5 or 6 which are further away from a fixed bearing of the carrier are advantageously provided with an elastic potting material, so that thermal expansions which have an effect in the x direction of the carrier can be absorbed by this potting material without causing damage or unacceptable tension comes.
  • the actual route support is placed on an upper side 7 of the base support 1.
  • the guidance in the x direction of the carrier can also be configured differently in accordance with another exemplary embodiment that is not shown.
  • bumps can also be provided which guide the carrier from the outside.
  • the bumps arranged centrally on the base support 1 instead of the bumps arranged centrally on the base support 1, 3 bumps are provided, which are arranged on the outer edge of the base support 1 and lead the support from the outside.
  • the base carrier contains a trough in which the carrier is inserted. The trough must be dimensioned or filled with pouring material so that movement of the carrier in the x direction is permitted.
  • Figure 2 shows a perspective view of a longitudinal section through the base support 1 and a support 10.
  • the support consists of an upper chord
  • the webs 12, of which only one is shown in the present illustration, are on their from the end facing away from the upper chord 11 is connected to connections 13 and 14.
  • the bumps 3 of the base support 1 are arranged between the webs 12 and the connections 13 and 14.
  • the cusps 3, in particular in connection with the webs 12, form a longitudinal guide of the carrier 10 in the x direction.
  • the carrier 10 is fixedly connected to the base carrier 1 in the area of the inner connection 14 by means of a screw 15.
  • the longitudinal expansion of the carrier 10 therefore takes place starting from the fixed bearing on the inner connection 14 in the direction of the ends of the carrier in the region of the outer connections 13.
  • Spindles 16 are provided for aligning the carrier 10, in particular in the vertical z direction.
  • the spindles 16, which are arranged in the connections 13 and 14 in the exemplary embodiment in FIG. 2, are more or less unscrewed from the carrier 10 after the carrier 10 has been placed on the surface 7 of the basic carrier 1 and thus effect the Adjustment of the carrier 10 to the extent required for the route.
  • the resulting space between the carrier 10 and the surface 7 of the base carrier 1 is filled with a casting compound 20.
  • the potting compound 20 must be such that it can compensate for a longitudinal displacement of the carrier 10, which can occur due to thermal expansion or mechanical loads on the carrier 10, with respect to the surface 7.
  • a separating layer 25 can be introduced between the underside of the carrier 10 and the potting compound 20, so that sticking between the underside of the carrier 10 and the potting compound 20 is avoided.
  • the separating layer 25 or other measures to prevent the firm connection can of course also be provided between the casting compound 20 and the surface 7 of the base support 1.
  • Potting compounds 22, 23 and 24 are further arranged between the bumps 3 and the carrier 10.
  • the lateral potting compound 22 is preferably rigid and also provided with a separating layer. As in the case of the under-molding compound 20 and its separating layer, this also causes the carrier 10 to be displaced in the x-direction relative to the base carrier 1 without causing tension.
  • the lateral potting compound 22 causes the carrier 10 to be guided exactly during its longitudinal displacement and thus no impermissible movement in the transverse direction y is made possible.
  • FIG. 3 shows a detailed view in the area of an outer connection 13.
  • the rigid potting material 20 is arranged below the outer connection 13. After the spindle 10 has been spindled, the intermediate space between the top 7 and the bottom of the connection 13 or the web 12 has been poured out with this rigid potting material 20.
  • the rigid potting material 20 brings about a firm connection in the vertical z direction, so that the guidance of the vehicle traveling over the carrier 10 remains largely stationary in the z direction. After an exact alignment of the carrier 10, a connection of the carrier 10 to a preceding or following carrier can thus be dispensed with, since no significant movement is to be expected in the z direction during the passage.
  • an elastic potting material can be used instead of a rigid potting material.
  • an elastic potting material 20 is used, however, a coupling of the carrier 10 to the preceding and following carrier is required so that the vertical movement resulting from the deflection does not lead to an offset between a first and a second carrier when the vehicle passes over, as a result of which the driving operation the vehicle could be disturbed.
  • an inner casting compound 23 which is elastic, is advantageously used between the outer flank 6 of the hump 3 and the connection 13.
  • FIG. 4 shows a detailed view in the area of the inner connection 14.
  • the carrier 10 is rigidly connected to the base carrier 1 via a screw 15 which runs through the inner connection 14.
  • the screw 15 also causes the carrier 10 to be held down, so that movement of the carrier in the z direction is avoided when the vehicle is driven over.
  • a rigid casting compound 24 is arranged between the inner connection 14 and the humps 13.
  • a relative movement between the base support 1 and the support 10 is largely excluded in the x direction by the inner connection 14, the bumps 3 and the rigid casting compound 24. This results in a fixed mounting of the carrier 10 on the basic carrier 1.
  • the potting compound 20, which is arranged between the surface 7 of the basic carrier 1 and the carrier 10, and the separating layer 25 are shown in dashed lines. In the region of the inner connection 14, this potting compound 20 also below the inner connection 14 may be arranged. Alternatively, the rigid casting compound 24 can also be provided below the connection 14.
  • FIG. 5 shows a perspective sectional illustration of two base supports 1 and support 10 arranged one behind the other. Between the base supports 1 there is a joint 30 which is filled with potting material.
  • the basic carrier 1 can be coupled to one another in a conventional manner, so that a continuous support for the carrier 10 is created.
  • the carriers 10 have top chords 11 which are longer in relation to the webs 12.
  • the resulting cantilevers cause through openings 31 to be formed. This makes it possible for maintenance personnel and animals to cross the route. This also creates an opening through which water can drain.
  • Attachments 32 are arranged on the lateral outer ends of the upper chords 11. These add-on parts 32, which represent the functional surfaces for guiding and driving the vehicles, are the components which must be arranged particularly precisely in order to guarantee the driving operation of the vehicle. It is therefore also important that an offset and a distance will only occur within the permissible tolerances at the joints between two add-on parts 32.
  • the present inventive construction of the base support 1 and the support 10 ensures this.
  • FIG. 6 shows another embodiment of the present invention.
  • the base support 1 has an independent structure, for example a bridge.
  • the carrier 10 with the add-on parts 32 is arranged on this basic carrier 1.
  • the carrier 10 is essentially designed as a plate.
  • the webs 12 are only hinted at.
  • the attachments 32 are cast into the concrete of the carrier 10 on the top chord 11.
  • FIG. 7 shows a carrier 10 in a perspective view from below.
  • the carrier 10 shown is a so-called short carrier, which has only two connections 13 between the webs 12.
  • a connection 14 from the previous exemplary embodiments is missing in this variant.
  • the spindles 16 are arranged in the connections 13. Otherwise, the fastening of the carrier 10 on the base carrier 1 corresponds to the previous examples.
  • FIG. 8 shows a carrier 10 on a basic carrier 1.
  • the spindles 16 are fastened in the webs 12.
  • the corresponding space between the webs 12 and the base support 1 is filled with the casting compound 20.
  • the space between the webs 12 is concreted.
  • the resulting connection 28 creates a guide for the support 10 in its transverse direction, in particular in the case of a corresponding connection to the base support 1. If a relative movement between the connection 28 and the carrier 10 is not desired, reinforcements 29 can be provided, as shown here, which connect the carrier 10 to the connection 28.
  • the connection 28 and the casting compound 20 can consist of the same material and, if appropriate, can also be produced simultaneously.
  • FIG. 9 shows a carrier 10 with only one web 12.
  • the carrier 10 is arranged on the base carrier 1 and guided through external, laterally arranged elevations.
  • the space between the ridges and the rest of the base support 1 is again filled by the potting compound 20.
  • the adjustment of the carrier 10 on the base carrier 1 is carried out by the spindles 16.
  • the guide elements for the vehicle are, like in the other exemplary embodiments, fastened to the upper flange 11 of the carrier 10, while in some of the examples the fastening was carried out by concreting in, they are here attached to the upper chord 11 by means of a console.
  • the present invention is not limited to the exemplary embodiments shown. In particular, the arrangement of a web on the carrier 10 can be dispensed with entirely.
  • a basic carrier can also be arranged on a bridge or another primary structure. It is not only an embodiment according to FIG. 6 that is required for this.
  • the hump 3 can also only be concreted after the support 10 has been set up on the base support 1.
  • the hump 3 can consist of the material of the casting compound 20 and be connected to the base support 1 via a connecting reinforcement.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Control Of Vehicles With Linear Motors And Vehicles That Are Magnetically Levitated (AREA)
  • Road Paving Structures (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Vehicle Body Suspensions (AREA)
  • Spinning Or Twisting Of Yarns (AREA)
  • Soil Working Implements (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
  • Warehouses Or Storage Devices (AREA)

Abstract

L'invention concerne un procédé pour la mise en place précise d'un support (10) destiné à une voie de circulation au niveau du sol d'un véhicule guidé, notamment d'un train à sustentation magnétique. Selon l'invention, le support (10) comprend une plaque de voie de circulation où sont installés des éléments de guidage pour le véhicule et il est placé sur un support de base (1) pourvu d'une plaque de base (2). La plaque de base (2) est maintenue à distance de la plaque de voie de circulation par au moins une traverse (12). Le support (10) est posé sur le support de base (1) en intercalant la traverse (12) placée sur le support (10) ou le support de base (1) et est guidé en sens transversal par des guides. Le support (10) est amené dans sa courbe spatiale prédéfinie au moyen de broches (16) s'appuyant sur le support de base (1) ou la traverse (12), et l'espace intermédiaire apparaissant ce faisant entre le support de base (1) ou la traverse (12) ou le support (10) est ensuite rempli avec une matière de scellement de fondation (20).
EP03744783A 2002-03-22 2003-03-01 Procede pour la mise en place precise d'un support de voie de circulation et voie de circulation Expired - Lifetime EP1488041B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE10213052A DE10213052A1 (de) 2002-03-22 2002-03-22 Verfahren zum lagegenauen Aufstellen und Betreiben eines Trägers für einen ebenerdigen Fahrweg und ebenerdigen Fahrweg
DE10213052 2002-03-22
PCT/EP2003/002132 WO2003080933A1 (fr) 2002-03-22 2003-03-01 Procede pour la mise en place precise d'un support de voie de circulation et voie de circulation

Publications (2)

Publication Number Publication Date
EP1488041A1 true EP1488041A1 (fr) 2004-12-22
EP1488041B1 EP1488041B1 (fr) 2005-12-14

Family

ID=27798126

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03744783A Expired - Lifetime EP1488041B1 (fr) 2002-03-22 2003-03-01 Procede pour la mise en place precise d'un support de voie de circulation et voie de circulation

Country Status (9)

Country Link
US (1) US20050166786A1 (fr)
EP (1) EP1488041B1 (fr)
CN (1) CN101027448B (fr)
AT (1) ATE312975T1 (fr)
AU (1) AU2003210398A1 (fr)
CA (1) CA2478492A1 (fr)
DE (2) DE10213052A1 (fr)
RU (1) RU2004131208A (fr)
WO (1) WO2003080933A1 (fr)

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DE10353949A1 (de) * 2003-11-18 2005-06-16 Max Bögl Bauunternehmung GmbH & Co. KG Verfahren zum lagegenauen Aufstellen eines Trägers für einen Fahrweg und Fahrweg
DE102004032979A1 (de) * 2004-07-08 2006-01-26 Max Bögl Bauunternehmung GmbH & Co. KG Träger
JP4447610B2 (ja) * 2004-11-10 2010-04-07 大成建設株式会社 ガイドウェイの側壁及びガイドウェイの側壁の設置方法
DE102005039410A1 (de) * 2005-08-20 2007-02-22 Hochtief Construction Ag Fahrweg für ein spurgebundenes Fahrzeug, insbesondere für eine Magnetbahn
DE102006025014A1 (de) * 2006-05-26 2007-11-29 Max Bögl Bauunternehmung GmbH & Co. KG Fahrweg
DE102010026586A1 (de) 2010-07-08 2012-01-12 Roland Lipp Fahrbahn für eine Magnetschwebebahn
DE102010048819A1 (de) 2010-10-20 2012-04-26 Roland Lipp Hochgeschwindigkeits-Fernverkehrssystem zum Transport von Personen und/oder Lasten
CN105714626B (zh) * 2016-01-21 2017-05-10 中铁第四勘察设计院集团有限公司 一种用于中低速磁悬浮交通工程低置线路的榫接式承轨梁结构
CN106120489B (zh) * 2016-07-04 2017-09-29 中铁第四勘察设计院集团有限公司 具有保证信号采集连续的轨排连接装置的中低速磁浮轨道
CN110406386B (zh) * 2018-04-26 2021-04-02 中国航天科工飞航技术研究院（中国航天海鹰机电技术研究院） 用于磁悬浮橇车的机械导引装置及具有其的磁悬浮橇车
CN108820735A (zh) * 2018-06-19 2018-11-16 北京市煤气热力工程设计院有限公司 一种热力隧道内轴向运输装置及其施工方法
CN110184863A (zh) * 2019-06-28 2019-08-30 上海交通大学 一种宽翼缘梁上板式轨道梁
CN114293410A (zh) * 2021-12-03 2022-04-08 中铁第四勘察设计院集团有限公司 一种高速磁浮交通工程线路

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Also Published As

Publication number Publication date
EP1488041B1 (fr) 2005-12-14
WO2003080933A1 (fr) 2003-10-02
CN101027448B (zh) 2010-12-01
RU2004131208A (ru) 2005-04-10
US20050166786A1 (en) 2005-08-04
CN101027448A (zh) 2007-08-29
DE50301927D1 (de) 2006-01-19
CA2478492A1 (fr) 2003-10-02
ATE312975T1 (de) 2005-12-15
DE10213052A1 (de) 2003-10-02
AU2003210398A1 (en) 2003-10-08

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