EP1441066A1 - Concrete prefabricated support slab for magnetically levitated trains - Google Patents

Concrete prefabricated support slab for magnetically levitated trains Download PDF

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Publication number
EP1441066A1
EP1441066A1 EP04000468A EP04000468A EP1441066A1 EP 1441066 A1 EP1441066 A1 EP 1441066A1 EP 04000468 A EP04000468 A EP 04000468A EP 04000468 A EP04000468 A EP 04000468A EP 1441066 A1 EP1441066 A1 EP 1441066A1
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EP
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Prior art keywords
substructure
bearing part
lower bearing
track
spacer
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EP04000468A
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German (de)
French (fr)
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EP1441066B1 (en
Inventor
Karl H. Prof. Dr.-Ing. Boekeler
Viktor Enoekl
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Ed Zueblin AG
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Ed Zueblin AG
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    • 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 invention relates to the construction of the track of a maglev train, especially the exact storage of precast concrete slabs of the track on a carrier.
  • the infrastructure of the maglev train basically consists of a carriageway slab with integrated guide and support surfaces or mounting parts for such support elements.
  • the infrastructure is at ground level or must be elevated accordingly.
  • the immediate support elements whose geometry is specified by the vehicle within very narrow limits, are independent of the shape or structure of the substructure.
  • Previous track solutions provide for the ground-level driveway just above the ground elevated prefabricated panels.
  • the highly elevated track has always been designed as a separate girder with spans of 12.4 meters, 24.8 meters or 31 meters, with the "track” usually being simultaneously designed as a load-bearing upper girder.
  • the object of the invention is an exact and at the same time durable and Low-maintenance storage of precisely manufactured precast concrete components of a maglev train To allow for manufactured with larger tolerances support structures.
  • the concept according to the invention therefore envisages the use of known prefabricated trackway slabs (1) in an adjustable manner superimposed on a substructure support (5), which can also be designed continuously, for example.
  • a possible continuous substructure (5) would then have the significant advantage that, as in an endlessly welded rail or as in the fixed carriageway, the substructure (5) undergoes virtually no longitudinal deformation due to shrinkage or temperature.
  • the relatively short track plates (1) would be fixed in such a case so on a quasi-deformation-free substructure (5). Of particular importance is the storage of prefabricated track plates on the substructure.
  • the cast-in steel parts (2, 4) of the bearings can be conventionally coated be or hot-dip galvanized.
  • the tailor-made (eg by means of CNC, CAM, CIM milled) middle fitting (3) is also preferred on the outer surfaces coated.
  • a cost effective option here offers cast iron.
  • a cavity between the screw and the inner wall of the recess (11) is preferably pressed with corrosion protection grease (10).
  • FIG. 1 shows a possible embodiment in which the upper (2) and lower bearing part (4) are designed as flat plates with anchors (6) and between which there is a custom block (3) as a spacer.
  • a screw (7) presses the track (1) and base (5) together.
  • FIG. 2 shows a possible embodiment in which the upper (2) and lower bearing part (4) are not designed as flat plates, but a survey (12) with recess (11) for a screw (7).
  • the spacer (3) accordingly has custom-made two recesses (13) in which the surveys (12) intervene and to a horizontal stabilization of the situation Guide the track plate (1) on the substructure (5).

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Ladders (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Abstract

The prefabricated concrete slabs (1), for the track of a magnetically levitating train, are laid on two steel plates (2,4), with a distance piece (3) between them. The distance pieces are milled for each set of steel plates after adjustment of the concrete slabs on their carriers (5) and an accurate measurement of the gap between the steel plates. A structure (13) at the distance pieces prevents any horizontal sliding movements by the concrete slabs on the carrier.

Description

Technisches GebietTechnical area

Die Erfindung betrifft die Konstruktion des Fahrweges einer Magnetschwebebahn, speziell die exakte Lagerung von Betonfertigteilplatten des Fahrweges auf einem Träger.The invention relates to the construction of the track of a maglev train, especially the exact storage of precast concrete slabs of the track on a carrier.

Stand der TechnikState of the art

Der Fahrweg der Magnetschwebebahn besteht grundsätzlich aus einer Fahrbahnplatte mit integrierten Führungs- und Tragflächen beziehungsweise Einbauteilen für solche Tragelemente. Abhängig von der vorhandenen Infrastruktur der Umgebung verläuft der Fahrweg ebenerdig oder muß entsprechend aufgeständert werden. Die unmittelbaren Tragelemente, deren Geometrie durch das Fahrzeug in sehr engen Grenzen vorgegeben wird, sind von der Form bzw. Struktur des Unterbaus unabhängig.
Bisherige Fahrweglösungen sehen für den ebenerdigen Fahrweg knapp über den Boden aufgeständerte Fertigteilplatten vor. Der hoch aufgeständerte Fahrweg hingegen wurde bisher stets als eigener Träger mit Spannweiten von 12,4 Metern, 24,8 Metern oder 31 Metern ausgeführt, wobei der "Fahrweg" in der Regel gleichzeitig als tragender Trägerobergurt ausgebildet wurde.The infrastructure of the maglev train basically consists of a carriageway slab with integrated guide and support surfaces or mounting parts for such support elements. Depending on the existing infrastructure of the environment, the infrastructure is at ground level or must be elevated accordingly. The immediate support elements, whose geometry is specified by the vehicle within very narrow limits, are independent of the shape or structure of the substructure.
Previous track solutions provide for the ground-level driveway just above the ground elevated prefabricated panels. By contrast, the highly elevated track has always been designed as a separate girder with spans of 12.4 meters, 24.8 meters or 31 meters, with the "track" usually being simultaneously designed as a load-bearing upper girder.

Die Herstellung derartiger Konstruktionen für Magnetschwebebahnen ist bekannt und wurde im Emsland ausgeführt. Hierzu wurden die exakt vorgefertigten Betonfertigteile über dem Träger ausjustiert und anschließend mit aushärtendem Mörtel unterfüttert. Die exakte Lagerung der Betonfertigteilplatten war damit gewährleistet.
Es hat sich jedoch gezeigt, daß der zur Unterfütterung verwendete Mörtel langfristig den großen auftretenden dynamischen Belastungen und Witterungseinflüssen nicht gewachsen ist, so daß dessen Zustand häufig kontrolliert werden muß.The production of such structures for magnetic levitation trains is known and was carried out in Emsland. For this purpose, the precisely prefabricated precast concrete elements were adjusted over the support and then lined with hardening mortar. The exact storage of precast concrete panels was thus guaranteed.
However, it has been found that the mortar used for relining is not long term to the large occurring dynamic loads and weather conditions, so that its state must be checked frequently.

Aufgabe der ErfindungObject of the invention

Aufgabe der Erfindung ist es, eine exakte und gleichzeitig dauerhafte und wartungsarme Lagerung von exakt gefertigten Betonfertigteilen einer Magnetschwebebahn auf mit größeren Toleranzen gefertigten Tragstrukturen zu ermöglichen. The object of the invention is an exact and at the same time durable and Low-maintenance storage of precisely manufactured precast concrete components of a maglev train To allow for manufactured with larger tolerances support structures.

Darstellung der ErfindungPresentation of the invention

Die Aufgabe wird durch die im Kennzeichen des Anspruchs 1 angegebenen Merkmale gelöst.
Eine genaue Analyse der Aufgaben einzelner Baukomponenten, deren Fertigung und Montage insbesondere unter den Aspekten Toleranz, Fertigungsgenauigkeit und Kosten hat nämlich folgendes Bild ergeben:

  • Die seitlichen Führungsflächen und die Einbauteile zur Befestigung der Statorpakete sind mit außerordentlich hoher Genauigkeit herzustellen. Die geforderte geometrische Präzision kann unter dem Gesichtspunkt der Qualitätssicherung und der Wirtschaftlichkeit nur unter Verwendung von Fertigteilen erreicht werden.
  • Die Größe solcher "präziser" Fertigteile sollte im Hinblick auf die Wirtschaftlichkeit auf unter zehn Meter begrenzt werden.
  • Die schwere Tragstruktur des Unterbaus kann erheblich preiswerter hergestellt werden, wenn die strengen Toleranzen des "Fahrweges" unberücksichtigt bleiben.
  • Eine Trennung des Fahrweges in einen preiswerten Unterbau und in werksgefertigte "präzise" Fahrwegelemente ist hinsichtlich Qualität, Qualitätssicherung und Wirtschaftlichkeit sinnvoll.
The object is solved by the features specified in the characterizing part of claim 1.
A detailed analysis of the tasks of individual construction components, their production and assembly, in particular under the aspects of tolerance, manufacturing accuracy and costs has shown the following picture:
  • The lateral guide surfaces and the mounting parts for mounting the stator packs are to produce with extremely high accuracy. The required geometrical precision can only be achieved from the point of view of quality assurance and cost-effectiveness using precast parts.
  • The size of such "precision" finished parts should be limited to less than ten meters in terms of cost-effectiveness.
  • The heavy load-bearing structure of the substructure can be made significantly less expensive, if the strict tolerances of the "driveway" are disregarded.
  • A separation of the track into a low-cost substructure and factory-made "precise" track elements makes sense in terms of quality, quality assurance and cost-effectiveness.

Das erfindungsgemäße Konzept sieht daher die Verwendung von bekannten Fertigteil-Fahrwegplatten (1) justierbar aufgelagert auf einen Unterbauträger (5) vor, der z.B. auch kontinuierlich ausgebildet sein kann. Ein solcher möglicher kontinuierlicher Unterbau (5) hätte dann den wesentlichen Vorteil, daß, wie bei einer endlos verschweißten Schiene oder wie bei der festen Fahrbahn der Unterbau (5) praktisch keine Längsverformung infolge Schwinden oder Temperatur erfährt. Die relativ kurzen Fahrwegplatten (1) würden in einem solchen Falle also auf einem quasi verformungsfreien Unterbau (5) befestigt. Eine besondere Bedeutung kommt der Lagerung der Fertigteil-Fahrwegplatten auf dem Unterbau zu. Zum einen müssen Fertigungstoleranzen des Ortbetonunterbaus (5) kompensiert werden, zum anderen müssen die statischen und dynamischen Kräfte aus dem Fahrzeug sicher, dauerhaft und möglichst wartungsfrei sowie vorzugsweise auch einfach nachjustierbar aufgenommen werden können.
Um die bisherigen Probleme mörteluntergossener Fahrwegplatten zu vermeiden, sieht die Erfindung daher eine stahlbaumäßige Verbindung zwischen Fertigteilplatten (1) und Unterbau (5) vor. The concept according to the invention therefore envisages the use of known prefabricated trackway slabs (1) in an adjustable manner superimposed on a substructure support (5), which can also be designed continuously, for example. Such a possible continuous substructure (5) would then have the significant advantage that, as in an endlessly welded rail or as in the fixed carriageway, the substructure (5) undergoes virtually no longitudinal deformation due to shrinkage or temperature. The relatively short track plates (1) would be fixed in such a case so on a quasi-deformation-free substructure (5). Of particular importance is the storage of prefabricated track plates on the substructure. On the one hand, manufacturing tolerances of Ortbetonunterbaus (5) must be compensated, on the other hand, the static and dynamic forces from the vehicle must be safe, durable and possible maintenance-free and preferably also easily readjusted recorded.
In order to avoid the previous problems mortar undermined Fahrwegplatten, the invention therefore provides a Stahlbaumäßige connection between prefabricated panels (1) and substructure (5).

Hierzu sieht die Erfindung vor, die maßgenau vorgefertigten Fahrwegplatten (1) in einem geringen Abstand (ungefähr 1 bis 10 Zentimeter, bevorzugt ungefähr 5 Zentimeter) oberhalb des Unterbaus (5) in Sollage zu justieren, den Zwischenraum zwischen Fahrwegplatte (1) und Unterbau (5) an den Stellen, an denen die Fahrwegplatte (1) auf dem Unterbau (5) abgestützt werden soll, auszumessen und in diesen ausgemessenen Zwischenraum zwischen Fahrwegplatte (1) und Unterbau (5) maßangefertigte Teile aus Stahl oder auch einer geeigneten anderen Metallegierung oder einem geeigneten Kunststoff oder einem geeigneten Verbundmaterial als Distanzstücke (3) einzubringen. Beim Einbau dieser Distanzstücke(3) wird die Fahrwegplatte bevorzugt kurzzeitig etwas über die Sollage angehoben.
An den Auflagerpunkten besitzt die Fahrwegplatte (1) Stahleinbauteile (2), die entsprechend den statischen Anforderungen dimensioniert und im Beton verankert sind. Ebenso besitzt der Unterbau (5) an den Auflagerpunkten einbetonierte Stahleinbauteile (4). Der Mittelteil des Lagers ist sozusagen das Distanzstück (3), daß bei der Montage der Fertigteilplatten (1) ausgemessen und passend angefertigt beziehungsweise aus einem Rohling passend gefräst wird.
Das Einjustieren der Fertigteil-Fahrwegplatte (1) erfolgt bei der Montage zum Beispiel mittels Justierschrauben oder einer ähnlichen Justiereinrichtung auf dem Unterbau (5) höhen- und lagerichtig. Anschließend wird der Spalt, der bevorzugt größenordnungsmäßig etwa 5 cm beträgt, an jedem Lager zwischen den oberen und unteren Stahleinbauteilen (2, 4) vermessen. Wenn es sich bei den Stahleinbauteilen (2, 4) um ebene Platten handelt, so genügt es, an mindestens drei Punkten zu vermessen, da drei Punkte eine Ebene aufspannen. Wenn die Stahleinbauteile (2, 4) komplizierter geformt sind, z. B. definierte Ausnehmungen oder Fortsätze (12) aufweisen, so muß an mehr Punkten gemessen werden.
Mit den aufgenommenen Daten wird zeitnah ein passendes Distanzstück (3) angefertigt, welches auch eine mögliche Schiefwinkligkeit der oberen und unteren Lagerteile (2, 4) berücksichtigt.
Die eigentliche Befestigung der Fahrwegplatten (1) auf dem Unterbau (5) geschieht bevorzugt mittels Schraubenverbindung (7, 8, 9). Die Schrauben (7) werden durch die Lagerteile geführt und vorgespannt.
Die Vorteile des beschriebenen erfindungsgemäßen Stahllagers (2, 3, 4) sind insbesondere:

  • Dauerhaftigkeit
  • Verformungsfreiheit
  • einfache Nachjustierbarkeit durch einfache parallelflächige Futterbleche bei Setzungen des Unterbaus
  • keine Relaxation der Vorspannung durch Kriechen eines Vergußmörtels oder Kunststofflagers
  • durch eine zusätzliche Formgebung der Lagerteile (2, 3, 4), insbesondere des individuell gefertigten Mittelteils (3), kann eine Zwangszentrierung der Fahrwegplatten (1) auf dem Unterbau (5) erreicht werden. Dies wäre bei der Erstmontage und bei möglichen späteren Justierungen und von großem Vorteil.
  • durch eine zusätzliche Formgebung der Lagerteile (2, 3, 4), insbesondere des individuell gefertigten Mittelteils (3), können Horizontalkräfte redundant auch bei Ausfall der Vorspannung der Befestigungsschrauben (7) aufgenommen werden.
  • durch eine zusätzliche Formgebung der Lagerteile (2, 3, 4) können auch sämtliche Horizontalkräfte planmäßig aufgenommen werden.
To this end, the invention provides, the dimensionally prefabricated Fahrwegplatten (1) at a small distance (about 1 to 10 centimeters, preferably about 5 centimeters) above the substructure (5) to adjust in desired position, the space between the track plate (1) and substructure ( 5) at the locations where the track plate (1) is to be supported on the substructure (5), measure and in this measured space between track plate (1) and base (5) custom made parts made of steel or a suitable other metal alloy or a suitable plastic or a suitable composite material as spacers (3) bring. When installing these spacers (3), the track plate is preferably briefly raised slightly above the desired position.
At the support points, the track plate (1) has steel components (2), which are dimensioned according to the static requirements and anchored in the concrete. Likewise, the substructure (5) at the support points einbetonierte steel mounting parts (4). The middle part of the bearing is, so to speak, the spacer (3) that during assembly of the precast plates (1) measured and made to fit or milled from a blank suitable.
The Einjustieren the finished part track plate (1) takes place during assembly, for example by means of adjusting screws or a similar adjustment on the base (5) height and correct position. Subsequently, the gap, which is preferably of the order of magnitude of approximately 5 cm, is measured at each bearing between the upper and lower steel components (2, 4). If the steel components (2, 4) are flat plates, it is sufficient to measure at least three points, since three points span one plane. If the steel insertion parts (2, 4) are formed more complicated, z. B. defined recesses or extensions (12), so must be measured at more points.
With the recorded data a suitable spacer (3) is made promptly, which also takes into account a possible skew angle of the upper and lower bearing parts (2, 4).
The actual attachment of the track plates (1) on the substructure (5) is preferably done by means of screw connection (7, 8, 9). The screws (7) are guided and preloaded by the bearing parts.
The advantages of the described steel bearing (2, 3, 4) according to the invention are in particular:
  • durability
  • freedom of deformation
  • easy Nachjustierbarkeit by simple parallel-sided lining sheets in subsidence of the substructure
  • no relaxation of the preload by creeping a grout or plastic bearing
  • by an additional shaping of the bearing parts (2, 3, 4), in particular of the individually manufactured middle part (3), a positive centering of the track plates (1) on the substructure (5) can be achieved. This would be at the initial assembly and possible later adjustments and a great advantage.
  • by an additional shaping of the bearing parts (2, 3, 4), in particular of the individually manufactured middle part (3), horizontal forces can be received redundantly even in the event of failure of the fastening screws (7).
  • by an additional shaping of the bearing parts (2, 3, 4) and all horizontal forces can be recorded according to plan.

Die einbetonierten Stahlteile (2, 4) der Lager können konventionell beschichtet sein oder auch feuerverzinkt. Das maßangefertigte (z. B. mittels CNC, CAM, CIM gefräste) mittlere Paßstück (3) ist ebenfalls bevorzugt an den Außenflächen beschichtet. Es ist jedoch auch möglich sowohl für die einbetonierten Lagerteile (2, 4), als auch für das mittlere Distanzstück (3) korrosionsfreies Material zu verwenden. Eine kostengünstige Möglichkeit bietet hier Gußeisen. Ein Hohlraum zwischen Schraube und Innenwand der Aussparung (11) wird bevorzugt mit Korrosionsschutzfett (10) verpreßt.The cast-in steel parts (2, 4) of the bearings can be conventionally coated be or hot-dip galvanized. The tailor-made (eg by means of CNC, CAM, CIM milled) middle fitting (3) is also preferred on the outer surfaces coated. However, it is also possible for both the concreted Bearing parts (2, 4), as well as for the middle spacer (3) corrosion-free To use material. A cost effective option here offers cast iron. A cavity between the screw and the inner wall of the recess (11) is preferably pressed with corrosion protection grease (10).

Fig.1 zeigt ein mögliches Ausführungsbeispiel, bei dem das obere (2) und untere Lagerteil (4) als ebene Platten mit Verankerungen (6) ausgeführt sind und zwischen denen sich ein maßangefertigter Klotz (3) als Distanzstück befindet. Eine Schraube (7) preßt Fahrweg (1) und Unterbau (5) aneinander. Fig. 2 zeigt ein mögliches Ausführungsbeispiel, bei dem das obere (2) und untere Lagerteil (4) nicht als ebene Platten ausgeführt sind, sondern eine Erhebung (12) mit Aussparung (11) für eine Schraube (7) aufweist. Das Distanzstück (3) weist dementsprechend maßangefertigt zwei Ausnehmungen (13) auf, in die die Erhebungen (12) eingreifen und zu einer horizontalen Lagestabilisierung der Fahrwegplatte (1) auf dem Unterbau (5) führen. 1 shows a possible embodiment in which the upper (2) and lower bearing part (4) are designed as flat plates with anchors (6) and between which there is a custom block (3) as a spacer. A screw (7) presses the track (1) and base (5) together. Fig. 2 shows a possible embodiment in which the upper (2) and lower bearing part (4) are not designed as flat plates, but a survey (12) with recess (11) for a screw (7). The spacer (3) accordingly has custom-made two recesses (13) in which the surveys (12) intervene and to a horizontal stabilization of the situation Guide the track plate (1) on the substructure (5).

LegendeLegend

11
Fahrwegplattetrack slab
22
oberes Lagerteilupper bearing part
33
maßangefertigtes Distanzstückcustom made spacer
44
unteres Lagerteillower bearing part
55
Unterbausubstructure
66
Verankerunganchoring
77
Schraubescrew
88th
Muttermother
99
Unterlegscheibewasher
1010
KorrosionsschutzfettAnti-Corrosion Grease
1111
Aussparungrecess
1212
Erhebungsurvey
1313
Ausnehmungrecess

Claims (12)

Lager für die Lagerung einer Fertigteil-Fahrwegplatte (1) einer Magnetschwebebahn auf einem Unterbau (5),
dadurch gekennzeichnet, daß sie aus folgenden Teilen besteht: a.) einem oberen Lagerteil (2) aus Stahl oder Hartmetall, welches in der Fertigteil-Fahrwegplatte (1) fest verankert (6) ist und zum Unterbau (5) weisend eine definierte beschichtete oder unbeschichtete Fläche aufweist b.) einem unteren Lagerteil (4) aus einem Stahl oder Hartmetall, welches im Unterbau (5) fest verankert (6) ist und zur Fahrwegplatte (1) weisend eine definierte beschichtete oder unbeschichtete Fläche aufweist c.) einem mittleren Distanzstück (3) aus einem beschichteten oder unbeschichteten Stahl, einer Metallegierung, einem Kunststoff oder einem Verbundmaterial, welches genau den Sollabstand zwischen oberem (2) und unterem Lagerteil (4) überbrückt und an seiner dem oberen (2) und unteren Lagerteil (4) zugewandten Seite genau an die Form und Ausrichtung der Fläche des oberen Lagerteils (2) und des unteren Lagerteils (4) angepaßt wurde. Bearing for the storage of a prefabricated track plate (1) of a maglev train on a substructure (5),
characterized in that it consists of the following parts: a.) An upper bearing part (2) made of steel or hard metal, which in the precast track track plate (1) firmly anchored (6) and facing the substructure (5) has a defined coated or uncoated surface b.) a lower bearing part (4) made of a steel or hard metal, which is firmly anchored in the substructure (5) (6) and facing the track plate (1) has a defined coated or uncoated surface c.) a middle spacer (3) made of a coated or uncoated steel, a metal alloy, a plastic or a composite material, which bridges exactly the desired distance between the upper (2) and lower bearing part (4) and at its upper (2) and lower bearing part (4) facing side exactly to the shape and orientation of the surface of the upper bearing part (2) and the lower bearing part (4) has been adapted. Lager nach Anspruch 1,
dadurch gekennzeichnet, daß es sich bei der nach unten weisenden Fläche des oberen Lagerteils (2) um eine Ebene handelt.Bearing according to claim 1,
characterized in that it is at the downwardly facing surface of the upper bearing part (2) is a plane. Lager nach mindestens einem der Ansprüche 1 und 2,
dadurch gekennzeichnet, daß es sich bei der nach oben weisenden Fläche des unteren Lagerteils (4) um eine Ebene handelt.Bearing according to at least one of claims 1 and 2,
characterized in that it is at the upwardly facing surface of the lower bearing part (4) is a plane. Lager nach mindestens einem der Ansprüche 1 bis 3,
dadurch gekennzeichnet, daß das obere (2) und untere Lagerteil (4) sowie das Distanzstück (3) eine oder mehrere Aussparungen (11) für eine oder mehrere Schrauben (7) aufweist, die das obere Lagerteil (2) mit der daran befestigten Fahrwegplatte (1) und das untere Lagerteil (4) mit dem daran befestigten Unterbau (5) gegen das mittlere Distanzstück (3) pressen und dadurch Fahrweg (1) und Unterbau (5) positionsgenau und fest miteinander verbinden.Bearing according to at least one of claims 1 to 3,
characterized in that the upper (2) and lower bearing part (4) and the spacer (3) has one or more recesses (11) for one or more screws (7), the upper bearing part (2) with the attached Fahrwegplatte (1) and press the lower bearing part (4) with the substructure (5) attached thereto against the middle spacer (3) and thereby connect track (1) and substructure (5) accurately and firmly together. Lager nach mindestens einem der Ansprüche 1 bis 4,
dadurch gekennzeichnet, daß das obere (2) und untere Lagerteil (4) an ihren dem Distanzstück (3) zugewandten Flächenteilen Erhebungen (12) oder/und Ausnehmungen (13) aufweist, und das Distanzstück (3) an seinen diesen Flächenteilen zugewandten Flächen passend in diese Erhebungen (12) oder/und Ausnehmungen (13) eingreifende Ausnehmungen (13) oder/und Erhebungen (12) aufweist.Bearing according to at least one of claims 1 to 4,
characterized in that the upper (2) and lower bearing part (4) at their the spacer (3) facing surface portions elevations (12) and / or recesses (13), and the spacer (3) on its surface facing these surfaces suitable in these elevations (12) and / or recesses (13) engaging recesses (13) and / or surveys (12). Verfahren zur Herstellung eines positiongenau über einem Unterbau (5) gelagerten Fertigteil-Fahrweges (1) einer Magnetschwebebahn unter Zuhilfenahme eines Lagers (2, 3, 4) nach mindestens einem der Ansprüche 1 bis 5,
dadurch gekennzeichnet, daß a.) zuerst ein Unterbau (5) errichtet wird, der darin verankerte (6) untere Lagerteile (4) aufweist b.) Fertigteil-Fahrwegplatten (1), in denen obere Lagerteile (2) fest verankert sind, in Sollage über dem Unterbau (5) einjustiert werden, wobei zwischen dem unteren Lagerteil (4) im Unterbau (5) und dem oberen Lagerteil (2) in der Fahrwegplatte (1) ein Zwischenraum verbleibt c.) die Zwischenräume zwischen den unteren Lagerteilen (4) im Unterbau (5) und den oberen Lagerteilen (2) in den Fahrwegplatten (1) nach Ausrichtung und Form vermessen werden d.) mittels dieser Meßdaten exakte Distanzstücke (3) zum Ausfüllen der Zwischenräume hergestellt werden e.) jedes dieser Distanzstücke (3) anschließend in den passenden Zwischenraum zwischen unterem Lagerteil (4) im Unterbau (5) und oberem Lagerteil (2) in der Fahrwegplatte (1) eingefügt wird f.) und Fahrwegplatte (1) und Unterbau (5) mittels Spannmitteln (7), die durch die Distanzstücke (3) hindurch oder außerhalb derselben verlaufen, verspannt werden. Method for producing a prefabricated guideway (1) of a magnetic levitation railway bearing positionally precisely above a substructure (5) with the aid of a bearing (2, 3, 4) according to at least one of claims 1 to 5,
characterized in that a.) First, a substructure (5) is established, which has anchored in it (6) lower bearing parts (4) b.) finished part track plates (1), in which upper bearing parts (2) are firmly anchored, be adjusted in desired position on the substructure (5), wherein between the lower bearing part (4) in the substructure (5) and the upper bearing part ( 2) in the track plate (1) remains a gap c.) the intermediate spaces between the lower bearing parts (4) in the substructure (5) and the upper bearing parts (2) in the track plates (1) are measured for alignment and shape d.) by means of these measurement data exact spacers (3) are made to fill the gaps e.) Each of these spacers (3) is then inserted into the appropriate space between the lower bearing part (4) in the substructure (5) and upper bearing part (2) in the track plate (1) f.) And track plate (1) and substructure (5) by means of clamping means (7) which extend through the spacers (3) or outside thereof, are braced. Verfahren nach Anspruch 6,
dadurch gekennzeichnet, daß vor dem Einfügen der Distanzstücke (3) die Fahrwegplatte (1) etwas angehoben wird.Method according to claim 6,
characterized in that before the insertion of the spacers (3) the track plate (1) is raised slightly. Fahrwegplatte (1) für eine Magnetschwebebahn,
dadurch gekennzeichnet, daß sie an ihrer Unterseite Lagerteile (2) mit nach unten gerichteten definierten Flächen aus beschichtetem oder unbeschichtetem Stahl oder Hartmetall aufweist.Track plate (1) for a maglev train,
characterized in that it has bearing parts (2) with downwardly defined surfaces of coated or uncoated steel or hard metal on its underside. Unterbau (5) für eine Magnetschwebebahn,
dadurch gekennzeichnet, daß er auf seiner Oberseite Lagerteile (4) mit nach oben gerichteten definierten Flächen aus beschichtetem oder unbeschichtetem Stahl oder Hartmetall aufweist. Substructure (5) for a maglev train,
characterized in that it has on its upper side bearing parts (4) with upwardly directed defined areas of coated or uncoated steel or hard metal. Distanzstück (3) zur Lagerung der Fahrwegplatte (1) einer Magnetschwebebahn über einem Unterbau (5),
dadurch gekennzeichnet, daß es aus beschichtetem oder unbeschichtetem Stahl, einer Metallegierung, einem Kunststoff oder einem Verbundmaterial besteht und individuell maßangefertigte Flächen für jeweils unterschiedliche Paare zueinandergehöriger oberer (2) und unterer Lagerteile (4) von Fahrwegplatten (1) und Unterbau (5) besitzt.Spacer (3) for supporting the track plate (1) of a magnetic levitation railway over a substructure (5),
characterized in that it consists of coated or uncoated steel, a metal alloy, a plastic or a composite material and individually custom-made surfaces for each different pairs of associated upper (2) and lower bearing parts (4) of track plates (1) and substructure (5) , Distanzstück (3) nach Anspruch 10,
dadurch gekennzeichnet, daß es eine Höhe von etwa 1 bis 10 Zentimetern aufweist.Spacer (3) according to claim 10,
characterized in that it has a height of about 1 to 10 centimeters. Distanzstück (3) nach Anspruch 11,
dadurch gekennzeichnet, daß es eine Höhe von ungefähr 5 Zentimetern aufweist.Spacer (3) according to claim 11,
characterized in that it has a height of about 5 centimeters.
EP04000468A 2003-01-17 2004-01-13 Support device for prefabricated concrete slabs of a track for magnetically levitated trains Expired - Lifetime EP1441066B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10301897 2003-01-17
DE10301897A DE10301897A1 (en) 2003-01-17 2003-01-17 Exact storage of precast concrete slabs of the driveway of a maglev train on a support

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EP1441066A1 true EP1441066A1 (en) 2004-07-28
EP1441066B1 EP1441066B1 (en) 2007-05-30

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AT (1) ATE363562T1 (en)
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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1734184A1 (en) * 2005-06-16 2006-12-20 Ed. Züblin Aktiengesellschaft Replaceable attachment of a railway slab of a magnetlevtrain to a track support
EP2520706A2 (en) 2011-05-03 2012-11-07 Miele & Cie. KG Laundry dryer
EP2520705A1 (en) 2011-05-03 2012-11-07 Miele & Cie. KG Laundry dryer with a spray device for remoistening
EP2520704A1 (en) 2011-05-03 2012-11-07 Miele & Cie. KG Laundry dryer with a spray device for remoistening
DE102014100283A1 (en) 2014-01-13 2015-07-16 Miele & Cie. Kg Clothes dryer with a rotatably mounted in a housing drum
CN110306387A (en) * 2019-06-28 2019-10-08 上海交通大学 The beam type composite orbit beam on the beam on magnetic flotation line road
CN110565448A (en) * 2019-09-20 2019-12-13 中铁二院工程集团有限责任公司 Liftable ballastless track structure and adjusting method thereof
CN114032710A (en) * 2021-12-02 2022-02-11 浙江中天建筑产业化有限公司 Cement prefabricated part for high-speed rail construction and mounting method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102010040997A1 (en) * 2010-09-17 2012-03-22 Max Bögl Bauunternehmung GmbH & Co. KG Track plate of a driveway

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1398214A (en) * 1964-05-06 1965-05-07 Glacier Co Ltd Support capable of supporting vertical loads
JPS51149611A (en) * 1975-06-16 1976-12-22 Toshiba Corp Rails construct ion of electric conduction magnetic floating vehicle
JPH03257201A (en) * 1990-03-06 1991-11-15 Takenaka Komuten Co Ltd Track for superconductive magnetic levitation type linear motor car
EP1048784A2 (en) * 1999-04-30 2000-11-02 Pfleiderer Infrastrukturtechnik GmbH & Co. KG Track for magnetically levitated vehicle
DE10128362A1 (en) * 2001-06-12 2002-12-19 Maurer Friedrich Soehne Bearing system for high-speed rail links, comprises beam units on several supports which allow displacements and/or rotations of the beam units to take place

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2400879A (en) * 2003-04-23 2004-10-27 Wickham Land Ltd Railway track maintenance

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1398214A (en) * 1964-05-06 1965-05-07 Glacier Co Ltd Support capable of supporting vertical loads
JPS51149611A (en) * 1975-06-16 1976-12-22 Toshiba Corp Rails construct ion of electric conduction magnetic floating vehicle
JPH03257201A (en) * 1990-03-06 1991-11-15 Takenaka Komuten Co Ltd Track for superconductive magnetic levitation type linear motor car
EP1048784A2 (en) * 1999-04-30 2000-11-02 Pfleiderer Infrastrukturtechnik GmbH & Co. KG Track for magnetically levitated vehicle
DE10128362A1 (en) * 2001-06-12 2002-12-19 Maurer Friedrich Soehne Bearing system for high-speed rail links, comprises beam units on several supports which allow displacements and/or rotations of the beam units to take place

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
PATENT ABSTRACTS OF JAPAN vol. 001, no. 040 (M - 016) 21 April 1977 (1977-04-21) *
PATENT ABSTRACTS OF JAPAN vol. 016, no. 062 (M - 1211) 17 February 1992 (1992-02-17) *

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1734184A1 (en) * 2005-06-16 2006-12-20 Ed. Züblin Aktiengesellschaft Replaceable attachment of a railway slab of a magnetlevtrain to a track support
EP2520706A2 (en) 2011-05-03 2012-11-07 Miele & Cie. KG Laundry dryer
EP2520705A1 (en) 2011-05-03 2012-11-07 Miele & Cie. KG Laundry dryer with a spray device for remoistening
EP2520704A1 (en) 2011-05-03 2012-11-07 Miele & Cie. KG Laundry dryer with a spray device for remoistening
DE102014100283A1 (en) 2014-01-13 2015-07-16 Miele & Cie. Kg Clothes dryer with a rotatably mounted in a housing drum
CN110306387A (en) * 2019-06-28 2019-10-08 上海交通大学 The beam type composite orbit beam on the beam on magnetic flotation line road
CN110565448A (en) * 2019-09-20 2019-12-13 中铁二院工程集团有限责任公司 Liftable ballastless track structure and adjusting method thereof
CN110565448B (en) * 2019-09-20 2024-03-12 中铁二院工程集团有限责任公司 Liftable ballastless track structure and adjusting method thereof
CN114032710A (en) * 2021-12-02 2022-02-11 浙江中天建筑产业化有限公司 Cement prefabricated part for high-speed rail construction and mounting method

Also Published As

Publication number Publication date
EP1441066B1 (en) 2007-05-30
DE10301897A1 (en) 2004-07-29
DE502004003918D1 (en) 2007-07-12
ATE363562T1 (en) 2007-06-15

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