EP1200677A1 - Fahrwegträger - Google Patents
FahrwegträgerInfo
- 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
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).
Abstract
Description
Claims
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 (de) | 1999-07-07 | 2000-06-24 | Fahrwegträger |
Publications (1)
Publication Number | Publication Date |
---|---|
EP1200677A1 true EP1200677A1 (de) | 2002-05-02 |
Family
ID=7913952
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP00943877A Pending EP1200677A1 (de) | 1999-07-07 | 2000-06-24 | Fahrwegträger |
Country Status (9)
Country | Link |
---|---|
US (1) | US6889616B1 (de) |
EP (1) | EP1200677A1 (de) |
JP (1) | JP2003504536A (de) |
CN (1) | CN1143026C (de) |
AU (1) | AU759646B2 (de) |
CA (1) | CA2378393A1 (de) |
DE (1) | DE19931367A1 (de) |
MX (1) | MXPA02000004A (de) |
WO (1) | WO2001004420A1 (de) |
Families Citing this family (18)
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 |
US20060032395A1 (en) * | 2002-05-28 | 2006-02-16 | Johann Matuschek | Driveway, driveway module, and method for the production thereof |
DE20208421U1 (de) * | 2002-05-28 | 2003-10-09 | Thyssenkrupp Technologies Ag | Biegeträger aus Stahl für eine Spurwechseleinrichtung bei Fahrwegen von Magnetschwebefahrzeugen |
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 (de) * | 2011-03-11 | 2022-09-21 | Steel-Invest Ltd | Stahlschiene, und verfahren und system zur herstellung entsprechender schiene |
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)
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 |
-
1999
- 1999-07-07 DE DE19931367A patent/DE19931367A1/de not_active Withdrawn
-
2000
- 2000-06-24 CA CA002378393A patent/CA2378393A1/en not_active Abandoned
- 2000-06-24 CN CNB008100187A patent/CN1143026C/zh not_active Expired - Fee Related
- 2000-06-24 JP JP2001509810A patent/JP2003504536A/ja active Pending
- 2000-06-24 AU AU58193/00A patent/AU759646B2/en not_active Ceased
- 2000-06-24 US US10/030,196 patent/US6889616B1/en not_active Expired - Fee Related
- 2000-06-24 WO PCT/EP2000/005846 patent/WO2001004420A1/de not_active Application Discontinuation
- 2000-06-24 EP EP00943877A patent/EP1200677A1/de active Pending
- 2000-06-24 MX MXPA02000004A patent/MXPA02000004A/es unknown
Non-Patent Citations (1)
Title |
---|
See references of WO0104420A1 * |
Also Published As
Publication number | Publication date |
---|---|
CN1360652A (zh) | 2002-07-24 |
AU759646B2 (en) | 2003-04-17 |
MXPA02000004A (es) | 2003-07-21 |
US6889616B1 (en) | 2005-05-10 |
DE19931367A1 (de) | 2001-01-11 |
AU5819300A (en) | 2001-01-30 |
CN1143026C (zh) | 2004-03-24 |
JP2003504536A (ja) | 2003-02-04 |
WO2001004420A1 (de) | 2001-01-18 |
CA2378393A1 (en) | 2001-01-18 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
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17P | Request for examination filed |
Effective date: 20020207 |
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AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
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AX | Request for extension of the european patent |
Free format text: AL;LT;LV;MK;RO;SI |
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GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
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GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
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18D | Application deemed to be withdrawn |
Effective date: 20041120 |
|
D18D | Application deemed to be withdrawn (deleted) | ||
RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: PLAUEN STAHL TECHNOLOGIE GMBH |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
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R18D | Application deemed to be withdrawn (corrected) |
Effective date: 20041120 |