EP1305474B1 - Procede pour la production d'un point de jonction sur une voie de circulation - Google Patents

Procede pour la production d'un point de jonction sur une voie de circulation Download PDF

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Publication number
EP1305474B1
EP1305474B1 EP20010971866 EP01971866A EP1305474B1 EP 1305474 B1 EP1305474 B1 EP 1305474B1 EP 20010971866 EP20010971866 EP 20010971866 EP 01971866 A EP01971866 A EP 01971866A EP 1305474 B1 EP1305474 B1 EP 1305474B1
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EP
European Patent Office
Prior art keywords
carrier
foregoing
soll
dimension
operative
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
EP20010971866
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German (de)
English (en)
Other versions
EP1305474A1 (fr
Inventor
Dieter Reichel
Theo Frisch
Jürgen Feix
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
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Publication of EP1305474A1 publication Critical patent/EP1305474A1/fr
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Publication of EP1305474B1 publication Critical patent/EP1305474B1/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
    • 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
    • E01B25/32—Stators, guide rails or slide rails
    • 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
    • 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
    • Y10T29/49616—Structural member making
    • 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
    • Y10T29/49758—During simulated operation or operating conditions
    • 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
    • Y10T29/49764—Method of mechanical manufacture with testing or indicating
    • Y10T29/49771—Quantitative measuring or gauging

Definitions

  • the present invention relates to a method according to the preamble of the claim 1.
  • Elevated railways usually have a distance between them Supports, between which arranged the track receiving beams that go from prop to prop. Take the supports and the beams both the static and the dynamic forces on and must therefore dimensioned according to the size of the loads to be absorbed become. Because the carrier in many cases, especially with magnetic fast trains also include functional parts of the same that are function-related allow only slight deviations in position, it is to comply with these relatively tight tolerances very difficult, the carrier together with the attachments for the functional parts in one go.
  • EP 0 410 153 A1 describes a support structure for the guideway track-bound vehicle known.
  • the carriers required vary depending on Embodiment either made in steel or concrete construction.
  • Equipment is attached to the carrier in the correct position.
  • the body of the connecting piece are arranged, which have first stop surfaces. These first stop faces correspond to the second stop surface, which with the Equipment connected trusses are arranged.
  • the processing of the stop surfaces should preferably be in an air-conditioned factory building under controlled conditions become.
  • the disadvantage of this procedure is that the processing of the stop surfaces may be correct in relation to the Carrier done.
  • EP 0 987 370 discloses a method for establishing a positionally accurate connection on a route for a track-bound vehicle.
  • the connection is to be made between a carrier and an attachment for guiding the vehicle.
  • several girders are set up on site in their installation position so that they form a guideway.
  • the connection points between the beam and the Ari component are then measured. If necessary, the required dimension of the connection point is produced by removing or building up material at the connection point.
  • the attachment is installed. This ensures that the connection point is processed correctly in relation to the carrier. Since the connection points are processed on site, the requirements for setting down and setting up the beams are kept to a minimum.
  • a disadvantage of this procedure is that the processing machines have to be brought to the built-in support for the processing of the connection points on site, which is very complex.
  • the object of the present invention is therefore a simple, fast and create an inexpensive way to build an appropriate one
  • the required tolerances not only in relation to the Carrier, but to be able to comply with the entire roadway.
  • the condition of the girder or track part is shown under installed condition understood how it was installed in the track of the track-bound Vehicle.
  • the processing status means the status of the girder or track part during processing, i.e. if his shrinkage may not have fully subsided or his individual Storage during processing (processing position).
  • a required nominal dimension between connection points for attaching Add-on parts or between functional surfaces for the Vehicle manufactured on the carrier.
  • the carrier essentially according to its later installation position or in a defined deviation from its later installation position.
  • the location of the connection points between carrier and attachment is measured and if necessary the required nominal size is produced.
  • the position of the functional surfaces can also be changed be measured for the vehicle and the required target size getting produced.
  • This target dimension is produced in that the Connection point or material removed on the functional surfaces or is built up.
  • the carrier advantageously already stored in the manufacture of the nominal size, such as it will be built into the track later. This means that already the carrier is stored during the processing of the connection points, as it corresponds to the later individual installation position. It will therefore already twists, such as those on site for the individual Beams are expected to be made when machining the joints. As a result, the carrier with a target dimension for the relevant connection points provided as it is from the carrier in the later installation position be demanded in the route.
  • connection points of the carrier or the functional surfaces are with a defined deviation between the later Target dimension and the actual machining dimension. The deviation takes into account the different location between processing and the later installation of the carrier. If the carrier comes on later is installed in its intended location, the required dimension agrees the actual size of the beam or the connection points. or the Functional areas match.
  • the method according to the invention becomes a extremely precise production of connection points for a track, in particular for magnetic levitation trains. It can with the invention Procedures are made to individual carriers, which be installed at a predetermined location in the route. This guarantees highest accuracy of the route and thus reliable operation, for example a magnetic levitation train.
  • a first target dimension for the installed state of the Carrier is specified. If the installation condition deviates from The processing state of the carrier becomes a second target dimension for the processing state of the wearer.
  • the actual dimension of the connection point or the functional surfaces in the processing state of the carrier determined and if necessary the required first or second target dimension for the Machined state of the carrier. This in turn becomes material removed at the junction or on the functional surfaces or built up.
  • the connection point can either be on the support itself or on a console between the carrier and the functional surfaces or a Attachment that carries the functional surfaces, or on the attachment be yourself and be processed there. The same applies of course for the method according to claim 1.
  • the installed state and the processing state are identical; are also the first and the second nominal dimension is identical. It can thus be processed in such a way that the nominal size, as it should be preserved when the carrier is installed, is achieved through machining.
  • the dimensions to be machined are the dimensions between pliers two connection points or functional surfaces opposite each other on the support and / or an angle and / or in the longitudinal direction of the route seen the distance of a connection point to a previous one and / or subsequent connection point. These dimensions are common characteristic of the exact guidance of the vehicle, so that these dimensions are subject to processing in order to ensure exact guidance of the vehicle receive.
  • reference points, lines or planes, in particular a center line of the carrier are to which the target dimension can be based. This avoids that, for example, the pincer dimension or the angle of the connection point or the functional surfaces are correct, but the location in relation is moved to the carrier. This could result in an offset, which the exact guidance of the vehicle hampers.
  • the carrier is a precast concrete part, it is particularly advantageous if before Machining the beam or the connection point on the beam the precast concrete stored until the wearer's fading subsides becomes. This prevents a change in the carrier the processed target dimensions would also change. Is that waning the wearer has largely subsided when the processing takes place, so this change in the wearer is no longer to be feared and the target dimension can be obtained accordingly. Especially when the carrier was stored about 60 days before processing, the shrinkage of the Carrier largely subsided and the machining can be very dimensionally accurate respectively.
  • the attachments are measured magnetically become.
  • the stator package is particularly useful in magnetic levitation trains measured in terms of its magnetic field.
  • the magnetic Field is decisive for the exact guidance of the vehicle of a magnetic levitation train, so that a special by the magnetic measurement exact guidance of the vehicle is made possible.
  • the target dimension judges the actual magnetic fields of the route.
  • connection point has the right dimension on site.
  • connection points are carried out by means of a track-bound vehicle.
  • the track-bound vehicle is guided and effected along the carrier this enables precise measurement and processing of the connection point.
  • connection point at one with the Carrier-connected console is provided.
  • the console is advantageous here can be designed so that it can be used to measure the connection point and the processing of this connection point is particularly well suited. Also the material selection is therefore independent of the properties which the carrier must meet so that the processing and connection done optimally with the attachment.
  • connection point for the attachment on the console before and / or after attachment to the Carrier machined. This allows, for example, a first one Pre-processing, then attaching the console to the carrier and any necessary reworking of the connection point.
  • the material is usually removed by machining, which means that the corresponding connection points are created by milling or drilling become. But it can also be processed by laser or other methods the junction.
  • console can be selected accordingly, or the connection point on the carrier material are welded. In this way, any undersize that may be present must be eliminated.
  • An additional material can be used for an undersize at the fastening point be arranged as a spacer. It is particularly suitable here Disks or spacer plates. This additional material can, for example welded at the junction and then on the required amount can be removed again.
  • connection point is measured on the basis of reference points, lines or levels. This ensures that the necessary Dimensions are observed correctly.
  • lines or planes orientates the track-bound according to an embodiment of the invention Vehicle to carry out the measurement.
  • the solution according to the invention offers due to its modular structure Another advantage that the brackets and the support elements are optional can be mechanically processed before and even after they have been attached. This allows even high tolerance requirements in all spatial axes meet relatively easily.
  • the modular structure also allows exact and inexpensive manufacturing a simple exchange of, for example Support elements for the functional parts damaged by accidents.
  • FIG 1 is a roadway for a magnetic levitation 100 in cross section shown.
  • the magnetic levitation train 100 encompasses attachments 3, which are laterally attached to a support 2.
  • the attachment is done by Consoles 1, which are concreted in the support 2.
  • the carrier 2 is a Precast concrete part, which is attached to the construction site on supports 20.
  • the attachments have contact surfaces, side guide surfaces and stator packages or their fastenings, which guide the magnetic levitation train 100 and their drive.
  • the Support 2 shows a detail of a carrier 2 in a perspective view.
  • a plurality of brackets 1 are arranged on the carrier 2.
  • the Support 2 is designed as a hollow support in order to provide particularly high stability gain. As a result, very large spans can be achieved, which means that Manufacturing costs of a corresponding route can be reduced.
  • In the area of the upper belt of the carrier 2 are each on the End the consoles 1 arranged. They are at a distance L from each other spaced in the longitudinal direction of the carrier.
  • the length L is advantageously chosen so that it is an integer part of the length of an attachment 3 This ensures that the attachments, which are much shorter than the carrier 2 are always encountered in the area of a console. hereby is an exact connection and assignment without additional required Components possible. This facilitates the cost-effective construction of the route, since no separate connection means are required for the attachments are.
  • the upper belt of the carrier 2 has a width x which is less than the width y of the outer surfaces of the brackets.
  • the attachments 3 are attached. Accordingly the dimension y is important for the required dimension for the arrangement of the Attachment parts. By changing the dimension y, the horizontal distance becomes of the attachments changed for the precise guidance of the magnetic levitation vehicle is very important.
  • the modular structure also allows the consoles 1 independently of the To fasten the formwork for the girder 2 to a separate auxiliary structure, the consoles, for example, in elongated holes in the auxiliary structures can be variably measured and positioned in the x, y and z directions can. This ensures that the required for the attachments 3 Mapped space curve regardless of the shape and accuracy of the carrier 2 can be.
  • the machining of the consoles 1 is outlined in FIG.
  • a vehicle 30 is guided above the carrier 2, for example in rails, not shown.
  • the vehicle 30 measures the distance between the outer surfaces of the head plates 4 of the brackets 1 and determines a value y is determined.
  • a milling cutter 33 which is arranged on an arm 32 of the vehicle 30, the coordinates for a y target value, which is to be applied to the brackets 1, are set.
  • the head plate 4 is processed until the dimension y target is reached.
  • the vehicle 30 is set to certain reference points, lines or surfaces. This ensures, for example, that the head plates 4 are arranged symmetrically to the central axis of the carrier 2 after processing and do not run from the center line.
  • FIG 4 shows the carrier 2, each with a console 1 and arranged thereon Attachments 3.
  • the console 1 is in the with the tie rods 10 and 11 Carrier 2 anchored.
  • the console 3 each has an upper placement surface 24, a side guide surface 25 and a stator package 26.
  • the stator package 26 is arranged on a corresponding fastening surface of the attachment 3.
  • the attachment 3 is essentially box-shaped, whereby a very compact and stable construction is achieved. Attachment 3 is fastened to the console 1 by means of screws 16. In the event of damage the attachment 3 or the carrier 2 can add-on part 3 and carrier 2 can be removed from each other by means of this screw connection.
  • the console 1 is by means of upper strap of the carrier 2 continuous tension rods 10 and 11 attached.
  • the tension rods 10 and 11 are threaded rods made of steel, which the console 1st and the console corresponding to it, opposite the support 2 1 connect with each other.
  • Concrete pipes are inserted through which the threaded rods 10 and 11 are inserted and then screwed the brackets 1 together become.
  • stop plates 19 on the Side wall 9 of the beam 2 must be concreted in to support the To ensure console 1 on the carrier 2. You can set between the stop plate 19 and the console 1 spacers inserted become.
  • Brackets 1 are arranged on the carrier 2.
  • the brackets 1 are attached to the carrier 2 opposite one another.
  • the brackets 1 have a pliers dimension, which is designated Y ist-B .
  • the brackets 1 should be machined so that they have the dimension Y nominal-B .
  • an angle ⁇ is also provided in the present illustration, which is entered starting from an exemplary reference plane. If the target angle ⁇ Soll- B in the processing position at one end of the carrier 2 is different than at the other end of the carrier 2 ( ⁇ Soll- B1 , ⁇ Soll- B0 ), this can result in a twisting of the carrier 2 in the Installation position to be compensated. If the beam 2 is installed wound in the track, the two connection points are aligned. The torsion of the carrier 2 is thereby compensated.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Control Of Position, Course, Altitude, Or Attitude Of Moving Bodies (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Automatic Assembly (AREA)

Claims (18)

  1. Procédé sur une voie de circulation pour un véhicule guidé, notamment pour un train à suspension magnétique, pour la production d'une cote théorique requise entre des points de jonction pour la fixation de pièces rapportées (3) à un support (2) ou entre des surfaces fonctionnelles (24, 25, 26) pour le véhicule au support (2), sachant que les pièces rapportées (3) ou les surfaces fonctionnelles servent au guidage du véhicule à un emplacement de montage du support (2), caractérisé en ce que le support (2), à son lieu de fabrication, est dressé essentiellement conformément à sa position de montage ultérieure à son emplacement de montage ou à une déviation définie par rapport à sa position de montage ultérieure à son emplacement de montage, que la position des points de jonction entre le support (2) et la pièce rapportée (3) ou la position des surfaces fonctionnelles (24, 25, 26) est mesurée et que, en cas de besoin, leur côte théorique requise est réalisée par enlèvement ou addition de matière au point de jonction ou aux surfaces fonctionnelles (24, 25, 26).
  2. Procédé selon la revendication de brevet 1, caractérisé en ce que
    une première côte théorique (αsoll-E, ysoll-E) est prescrite pour la position de montage du support (2) à l'emplacement de montage,
    qu'en cas de déviation de la position de montage à l'emplacement de montage par rapport à l'état de traitement du support (2) au lieu de fabrication, il est défini une deuxième cote théorique (αsoll-B, ysoll-B) pour l'état de traitement du support (2),
    que la côte réelle (αist-B, yist-B) du point de jonction ou des surfaces fonctionnelles (24, 25, 26) est déterminée en l'état de traitement du support (2) et
    que, en cas de besoin, la première ou la deuxième cote requise (αsoll-E, ysoll-E,, αsoll-B, ysoll-B) est réalisée pour l'état de traitement du support (2) par addition ou enlèvement de matière au point de jonction ou aux surfaces fonctionnelles (24, 25, 26), si bien qu'en l'état de montage du support (2), on obtient la première cote théorique (αsoll-E, ysoll-E).
  3. Procédé selon l'une quelconque des revendications précédentes, caractérisé en que la cote est la cote pinces entre deux points de jonction ou surfaces fonctionnelles (24, 25, 26) opposés l'un à l'autre au support (2) et/ou un angle et/ou, vu dans le sens longitudinal de la voie de circulation, la distance et/ou un angle formé par un point de jonction par rapport à un point de jonction précédent ou suivant.
  4. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que la cote théorique est prescrite par rapport aux points, lignes ou surfaces de référence, notamment par rapport à une ligne de médiane du support (2).
  5. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que le support (2) est une pièce préfabriquée en béton, qui, avant l'usinage, stocké essentiellement jusqu'à la réduction du retrait du support (2).
  6. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que le support (2) est stocké pendant une durée de 60 jours environ avant l'usinage de ses points de jonction ou de ses surfaces fonctionnelles (24, 25, 26).
  7. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que les pièces rapportées sont mises en place dans la voie de circulation après l'usinage des points de jonction, mais avant la mise en place du support (2).
  8. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que les pièces rapportées (3) avant et/ou après leur montage rapporté au support (2) font l'objet d'une mesure à titre de contrôle.
  9. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que les pièces (3) rapportés sont soumises à une mesure magnétique et que la cote théorique du support (2) est déterminée en fonction de cette mesure magnétique des pièces rapportées (3).
  10. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que la mesure s'effectue à l'aide d'un véhicule guidé (30).
  11. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que le point de jonction est prévu à une console (1) reliée au support (2).
  12. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que le point de jonction à la console (1) est soumis à un usinage mécanique avant et/ou après le montage rapporté au support (2).
  13. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que l'enlèvement de la matière s'effectue par usinage, notamment par fraisage ou alésage.
  14. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que l'addition de matière s'effectue par soudage.
  15. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que la matière supplémentaire, notamment un disque ou une plaque d'écartement, est disposée au point de jonction comme pièce d'écartement.
  16. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que la mensuration et l'usinage sont effectués après la procédure de déformation du support (2) et/ou le stockage du support (2).
  17. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que la console (1) et/ou la pièce rapportée (3) est montée en rapportée au support (2) réalisé sous forme de pièce de béton préfabriquée.
  18. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que la matière est ajoutée ou enlevée au point de jonction ou aux surfaces fonctionnelles (24, 25, 26) à l'emplacement de montage, sur le site.
EP20010971866 2000-08-04 2001-08-03 Procede pour la production d'un point de jonction sur une voie de circulation Expired - Lifetime EP1305474B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE10038851A DE10038851A1 (de) 2000-08-04 2000-08-04 Verfahren zum Herstellen einer Verbindungsstelle an einem Fahrweg
DE10038851 2000-08-04
PCT/EP2001/009009 WO2002012628A1 (fr) 2000-08-04 2001-08-03 Procede pour la production d'un point de jonction sur une voie de circulation

Publications (2)

Publication Number Publication Date
EP1305474A1 EP1305474A1 (fr) 2003-05-02
EP1305474B1 true EP1305474B1 (fr) 2004-10-27

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EP20010971866 Expired - Lifetime EP1305474B1 (fr) 2000-08-04 2001-08-03 Procede pour la production d'un point de jonction sur une voie de circulation

Country Status (16)

Country Link
US (1) US6785945B2 (fr)
EP (1) EP1305474B1 (fr)
JP (1) JP2004506108A (fr)
KR (1) KR20030024828A (fr)
CN (1) CN100346034C (fr)
AR (1) AR031255A1 (fr)
AT (1) ATE280859T1 (fr)
AU (1) AU778963B2 (fr)
BR (1) BR0112829A (fr)
CA (1) CA2417952A1 (fr)
DE (2) DE10038851A1 (fr)
EA (1) EA003819B1 (fr)
HK (1) HK1044577A1 (fr)
HU (1) HUP0301492A2 (fr)
PL (1) PL359844A1 (fr)
WO (1) WO2002012628A1 (fr)

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KR100675314B1 (ko) * 2005-12-30 2007-01-29 한국기계연구원 자기부상 열차용 분기기의 이송장치
US8468766B1 (en) * 2012-02-15 2013-06-25 LEK Innovations, LLC Precast concrete flange connection and method of use
WO2014093422A1 (fr) * 2012-12-11 2014-06-19 Diebel Peter H Système solaire ferroviaire et procédés associés
KR101469148B1 (ko) * 2013-05-06 2014-12-04 한국철도기술연구원 단차부가 형성된 콘크리트 거더와 마운팅부재를 구비한 가이드웨이 구조물 및 그 시공 방법
KR101504106B1 (ko) * 2013-05-06 2015-03-19 한국철도기술연구원 자기부상열차용 브라켓 매립형 가이드웨이 구조물 및 그 시공 방법
KR102605011B1 (ko) * 2015-01-09 2023-11-24 다이내믹 어트랙션스 리미티드 Ｖ-트랙 지지 구조 컴포넌트
CN106960110A (zh) * 2017-04-12 2017-07-18 中国二十二冶集团有限公司 包含多节点的铸钢件的连接方法

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AU9173301A (en) 2002-02-18
US20030121151A1 (en) 2003-07-03
CN1337493A (zh) 2002-02-27
CA2417952A1 (fr) 2003-02-04
JP2004506108A (ja) 2004-02-26
AR031255A1 (es) 2003-09-17
ATE280859T1 (de) 2004-11-15
AU778963B2 (en) 2004-12-23
EP1305474A1 (fr) 2003-05-02
WO2002012628A1 (fr) 2002-02-14
HUP0301492A2 (en) 2003-09-29
PL359844A1 (en) 2004-09-06
KR20030024828A (ko) 2003-03-26
EA200300236A1 (ru) 2003-06-26
CN100346034C (zh) 2007-10-31
EA003819B1 (ru) 2003-10-30
DE10038851A1 (de) 2002-02-14
DE50104315D1 (de) 2004-12-02
US6785945B2 (en) 2004-09-07
BR0112829A (pt) 2003-10-21

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