EP1200677A1 - Support de voie - Google Patents

Support de voie

Info

Publication number
EP1200677A1
EP1200677A1 EP00943877A EP00943877A EP1200677A1 EP 1200677 A1 EP1200677 A1 EP 1200677A1 EP 00943877 A EP00943877 A EP 00943877A EP 00943877 A EP00943877 A EP 00943877A EP 1200677 A1 EP1200677 A1 EP 1200677A1
Authority
EP
European Patent Office
Prior art keywords
girder
stator
web
guideway
closed
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.)
Pending
Application number
EP00943877A
Other languages
German (de)
English (en)
Inventor
Rolf Heddrich
Hartmut Hoyer
Wolfgang Oertel
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.)
PLAUEN STAHL TECHNOLOGIE GmbH
Original Assignee
Stahlbau Plauen GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Stahlbau Plauen GmbH filed Critical Stahlbau Plauen GmbH
Publication of EP1200677A1 publication Critical patent/EP1200677A1/fr
Pending 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
    • E01B25/32—Stators, guide rails or slide rails
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B60—VEHICLES IN GENERAL
    • B60L—PROPULSION OF ELECTRICALLY-PROPELLED VEHICLES; SUPPLYING ELECTRIC POWER FOR AUXILIARY EQUIPMENT OF ELECTRICALLY-PROPELLED VEHICLES; ELECTRODYNAMIC BRAKE SYSTEMS FOR VEHICLES IN GENERAL; MAGNETIC SUSPENSION OR LEVITATION FOR VEHICLES; MONITORING OPERATING VARIABLES OF ELECTRICALLY-PROPELLED VEHICLES; ELECTRIC SAFETY DEVICES FOR ELECTRICALLY-PROPELLED VEHICLES
    • B60L2200/00—Type of vehicles
    • B60L2200/26—Rail vehicles

Definitions

  • the invention relates to a guideway for the guideway of a magnetic high-speed train, consisting of a, preferably fully automatic, fully welded steel girder with closed hollow trapezoid or hollow triangle cross section with closed end faces, the top plate forming the upper chord with its longitudinal edge sections laterally over the side walls forming from the underside of the Cover plate is inclined and protrudes in the manner of a cantilever arm onto the web plates tapering towards the perpendicular plane of the guideway girder, and a side guide rail is attached to the ends of each.
  • the magnetic high-speed train is a track-guided traffic system with contact-free carrying, guiding and anti-spike technology.
  • the carrying and guiding system works on the principle of electromagnetic levitation, which is based on the attractive forces between the m of the floor assembly of the vehicle and the ferro-magnetic reaction rails, the so-called stator packages, which are installed below the route.
  • the support magnets pull the vehicle towards the track from below, while the guide magnets on the side keep the vehicle on the side.
  • the supporting and guiding magnets are arranged on both sides over the entire vehicle position.
  • the essential element of this technique are that of. Fanrweg formers, who carry out the functions, Take control and lift the vehicle and transfer the loads to the bearings via the main structure; from there, the loads are transferred to the building ground via the substructures and the foundations.
  • the hollow triangular or hollow trapezoid cross section with closed end faces usually fully automatic, fully welded, torsionally rigid steel guideway girders for the guideway of a magnetic high-speed train, consisting of a 15 to 25 mm thick cover plate forming the upper chord to which the middle perpendicular plane of the guideway girder is attached Connect sloping web plates that form the side walls with a thickness of 10 to 20 mm downwards.
  • the lower flange consists of a tube and in the one with a hollow trapezoidal cross-section, it consists of a 30 to 50 mm thick floor panel.
  • the longitudinal edge sections of the cover plate projecting over the side wall web plates, each in the manner of a cantilever arm, are stiffened by spaced-apart cross members or bulkheads and at the same time serve to connect the functional components corresponding to the carrying and guiding system of the vehicle, consisting essentially of stator packages with cable windings and the Guide rails, which are connected via fastening beams to double-T beams fastened to the cantilever arms (eg: Eisenbahntechnische Rundschau, ETR 33, 1984, H. ⁇ , pp. 487 to 492, in particular pp. 488/89).
  • DE-C-19735471 discloses a guideway girder in which the side guide rails are attached directly to the ends of the cantilever arms of the cover plate projecting beyond the lateral side wall web plates.
  • the approximately 1 m long, made of plastic glued and coated electrical sheets stator packages are on both sides of the guideway under the cantilever arms along the arranged along the entire route.
  • About three crossbars are positively glued into the side of each stator package facing the cantilever arms, these are fastened with two screw connections to the stator carrier belt connected to the stator carrier web arranged on the underside of the cantilever arm and running parallel to the perpendicular plane of the guideway carrier.
  • the groove traverses and the grooves receiving them in the stator carrier belt form a redundant fastening for screwing.
  • Fig. 1 shows a cross section through a guideway girder.
  • Fig. 2 is an enlarged partial section of the
  • FIG. 3 is an enlarged view of the detail X of FIG. 2nd
  • FIG. 4 shows an enlarged partial section of the guideway girder design in the region of the cantilever arm that is modified compared to FIG. 2.
  • FIG. 5 shows an enlarged partial section of the guideway girder design in the region of the cantilever arm that is modified compared to FIG. 2.
  • the fully automatic, fully welded torsionally rigid guideway girder (1) made of steel has a closed hollow trapezoidal cross-section and consists of a cover plate (2) forming the upper chord, which is attached to the middle perpendicular plane (3) of the guideway girder (1) on the underside of the cover plate (2).
  • inclined web plates (4, 5) forming the side walls and the bottom plate (6) forming the lower flange adjoining them at the bottom.
  • the Longitudinal edge sections of the cover plate (2) project laterally in the manner of a cantilever arm (7,8) over the web plates (4,5) and each carry a side guide rail (9,10) at their ends.
  • stator girder web plate (11, 12) running parallel to the middle perpendicular plane (3) of the guideway girder (1) under the attachment zone of the cantilever arm (7, 8), between its end on the construction side and the adjacent side wall web plate
  • stator packages are on the cantilever side
  • a redundant fastening of the grooved traverses (29) is carried out by means of dowel pins (35, 36) arranged above the screw connections (30, 31) in the vertical plane that encloses them, and the holes (37) (38) located in the web flanges (25, 26) are pressed in are and protrude into the blind bore holes (41, 42) in the groove crossbar to form an annular space (39, 40).
  • any loosened dowel pins (35, 36), washers (43) (44) are attached under the heads of the screw connections (30, 31), which form a segment of the flange flanges (25, 26) Cover the holes (37,38) for the dowel pins (35,36). If both screw connections (30, 31) fail, the stator core is lowered by approx. 2 mm until the positive fit of the dowel pins (35, 36) in the blind holes (41, 40) is effective.
  • a modification of the equipment of the guideway girder (1) described above consists, according to FIG. 4, of two stator girder brackets mounted parallel to each other on the underside of the cantilever arm (7, 8) and extending to the middle perpendicular plane (3) of the guideway girder (1).
  • the cavities (47) (48) present between the side wall web plates (5) and the adjacent stator carrier web plate (45) on the one hand and the side guide rails (10) and the respectively adjacent stator carrier web plate (46) are through to the central perpendicular plane (3) of the guideway girder (1) attached sheets (49.50) closed. It is not shown in the drawing that the cavity (51) present between the stator carrier web plates (45, 46) via the groove cross members (29) can also be closed by attaching a corresponding plate.
  • FIG. 5 a further modification of the embodiment of the equipment of the guideway girder (1) shown in FIGS. 1 to 3 consists in the fact that on the underside of the cantilever arms (7, 8) two stator carrier web plates ( 52, 53) are attached, which form an angle of 15 ° with the perpendicular load plane (22) running through the mounting zone and between the end sections on the base side, the cross grooves in the cantilever arm-side grooves of the stator packs (27, 28) used, these load-bearing crossbars (29) are screwed positively and non-positively.
  • the end faces of the groove cross members (29) are chamfered at an angle of 75 °.
  • the cavities (54, 55) present between the web plates (4, 5) and the respectively adjacent stator carrier web plates (52) on the one hand, and the side guide rails (9, 10) and the respectively adjacent stator carrier web plates (53) on the other hand, are through on the constructional basis Plates (56, 57) attached to the perpendicular perpendicular plane (3) of the guideway carrier (1) are closed.
  • the cavity (58) enclosed by the two stator carrier web plates (52, 53) is closed by a plate (59) attached above the groove crossbars (29).

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)

Abstract

L'invention concerne un support pour la voie d'un train rapide à sustentation magnétique. Ce support comprend une poutre métallique, présentant une section fermée en forme de trapèze creux ou de triangle creux, ainsi que des surfaces d'extrémité fermées. Les parties marginales longitudinales de la tôle de recouvrement de ladite poutre font saillie par rapport aux tôles d'âme de paroi latérale à la façon d'un bras en porte-à-faux, et comportent respectivement un rail de guidage latéral à leurs extrémités. L'invention vise à réduire le plus possible les surfaces du support de voie exposées aux influences de l'environnement. A cet effet, on place respectivement, sur le côté inférieur des bras en porte-à-faux, une tôle d'âme de porte-stator. Des tôles s'étendant horizontalement, de manière à former des cavités fermées, sont placées entre la partie terminale de la tôle d'âme de porte stator, côté fondation, et la tôle d'âme de parois latérale, d'une part, et entre ladite partie terminale et le rail de guidage latéral adjacent, d'autre part. Au niveau de chaque bras en porte-à-faux, deux rebords, entre lesquels les traverses rainurées sont vissées, sont placés sur le côté inférieur des tôles.
EP00943877A 1999-07-07 2000-06-24 Support de voie Pending EP1200677A1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19931367 1999-07-07
DE19931367A DE19931367A1 (de) 1999-07-07 1999-07-07 Fahrwegträger
PCT/EP2000/005846 WO2001004420A1 (fr) 1999-07-07 2000-06-24 Support de voie

Publications (1)

Publication Number Publication Date
EP1200677A1 true EP1200677A1 (fr) 2002-05-02

Family

ID=7913952

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00943877A Pending EP1200677A1 (fr) 1999-07-07 2000-06-24 Support de voie

Country Status (9)

Country Link
US (1) US6889616B1 (fr)
EP (1) EP1200677A1 (fr)
JP (1) JP2003504536A (fr)
CN (1) CN1143026C (fr)
AU (1) AU759646B2 (fr)
CA (1) CA2378393A1 (fr)
DE (1) DE19931367A1 (fr)
MX (1) MXPA02000004A (fr)
WO (1) WO2001004420A1 (fr)

Families Citing this family (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10139271A1 (de) * 2001-08-09 2003-02-27 Boegl Max Bauunternehmung Gmbh Fahrweg für ein spurgebundenes Fahrzeug
DE20208421U1 (de) * 2002-05-28 2003-10-09 Thyssenkrupp Technologies Ag Biegeträger aus Stahl für eine Spurwechseleinrichtung bei Fahrwegen von Magnetschwebefahrzeugen
WO2003102304A1 (fr) * 2002-05-28 2003-12-11 Thyssenkrupp Technologies Ag Voie de communication pour vehicules a sustentation magnetique
DE20210554U1 (de) * 2002-07-08 2003-11-20 Wilcken Alexander Von Kopplungsvorrichtung, insbesondere für einen Fahrweg für eine Magnetschwebebahn, und Fahrweg für eine Magnetschwebebahn
DE10233964A1 (de) * 2002-07-25 2004-02-19 Siemens Ag Tragkonstruktion für den Fahrweg eines Magnetschwebefahrzeugs
DE10253136A1 (de) * 2002-11-14 2004-05-27 Cbp Guideway Systems Gmbh Funktionsebenenträger
DE10257340A1 (de) 2002-12-06 2004-06-24 Max Bögl Bauunternehmung GmbH & Co. KG Fahrweg für ein spurgebundenes Fahrzeug sowie ein Verfahren zum Herstellen eines solchen Fahrweges und Funktionsebenenträger eines Fahrweges
DE10301276B4 (de) 2003-01-15 2014-12-24 Siemens Aktiengesellschaft Fahrweg eines Magnetschwebefahrzeugs
DE10317014A1 (de) * 2003-04-11 2004-10-21 Max Bögl Bauunternehmung GmbH & Co. KG Fahrweg für ein spurgebundenes Fahrzeug mit einem wenigstens einen Langstator aufweisenden Langstator-Linearantrieb sowie einen Bausatz und ein Statorpaket zu seiner Herstellung
DE102004032979A1 (de) * 2004-07-08 2006-01-26 Max Bögl Bauunternehmung GmbH & Co. KG Träger
US7334525B2 (en) * 2004-10-15 2008-02-26 General Atomics Modular guideway for a magnetic levitation vehicle and method for manufacturing a guideway module
DE102005020480A1 (de) * 2005-04-29 2006-11-02 Max Bögl Bauunternehmung GmbH & Co. KG Fahrwegträger
CN1861909B (zh) * 2005-05-11 2011-07-06 北京前沿科学研究所 磁悬浮列车导轨
DE202007004133U1 (de) * 2006-11-22 2007-08-23 Industrieanlagen-Betriebsgesellschaft Mbh Längselement eines Magnetbahnfahrweges, Magnetbahnfahrweg mit einem derartigen Längselement
DE102006055160B4 (de) * 2006-11-22 2009-09-24 Industrieanlagen-Betriebsgesellschaft Mbh Längselement eines Magnetbahnfahrweges, Magnetbahnfahrweg mit einem derartigen Längselement und Verfahren zum Befestigen eines oder mehrerer Längselemente eines Magnetbahnfahrweges
DE102012101187A1 (de) 2011-02-16 2012-08-16 Max Bögl Bauunternehmung GmbH & Co. KG Statorpaket
EP2497581B1 (fr) * 2011-03-11 2022-09-21 Steel-Invest Ltd Rail-poutre en acier pour un train magnétique, et méthode et système de fabrication d'un tel rail-poutre
CN102787537B (zh) * 2012-09-03 2014-07-30 莱芜美澳冶金科技有限公司 一种轨道及其制造安装方法

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3705773A1 (de) * 1987-02-24 1988-09-01 Dyckerhoff & Widmann Ag Verfahren zur justierung, befestigung und/oder bearbeitung von funktionsflaechen eines fahrwegs einer elektromagnetischen schnellbahn
DE3810326A1 (de) * 1988-03-26 1989-10-05 Thyssen Industrie Verfahren zur lagegenauen befestigung von ausruestungsteilen
DE4219199A1 (de) * 1992-06-12 1993-12-16 Thyssen Industrie Fahrweg für Magnetbahnen
DE4428376A1 (de) 1994-08-11 1996-02-15 Thyssen Industrie Verfahren und Vorrichtung zum lagegenauen Einbringen von Befestigungsmitteln in Anschlußkörper einer Tragkonstruktion von Fahrwegen für spurgebundene Transportsysteme, insbesondere Magnetschwebebahnen
DE4434121A1 (de) * 1994-09-23 1996-03-28 Thyssen Industrie Verfahren und Vorrichtung zur lagegenauen Anordnung von Funktionskomponenten an der Tragkonstruktion von Fahrwegen für spurgebundene Fahrzeuge, insbesondere Magnetschwebebahnen
DE19735471C1 (de) 1997-08-16 1999-01-07 Stahlbau Lavis Gmbh Fahrwegelement

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO0104420A1 *

Also Published As

Publication number Publication date
AU5819300A (en) 2001-01-30
AU759646B2 (en) 2003-04-17
US6889616B1 (en) 2005-05-10
JP2003504536A (ja) 2003-02-04
DE19931367A1 (de) 2001-01-11
MXPA02000004A (es) 2003-07-21
CN1360652A (zh) 2002-07-24
WO2001004420A1 (fr) 2001-01-18
CA2378393A1 (fr) 2001-01-18
CN1143026C (zh) 2004-03-24

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