EP1734186B1 - Procédé pour la fabrication d'une voie à lévitation magnétique - Google Patents

Procédé pour la fabrication d'une voie à lévitation magnétique Download PDF

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Publication number
EP1734186B1
EP1734186B1 EP06115421A EP06115421A EP1734186B1 EP 1734186 B1 EP1734186 B1 EP 1734186B1 EP 06115421 A EP06115421 A EP 06115421A EP 06115421 A EP06115421 A EP 06115421A EP 1734186 B1 EP1734186 B1 EP 1734186B1
Authority
EP
European Patent Office
Prior art keywords
guideway carrier
precast
dummy
precast slabs
guideway
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.)
Not-in-force
Application number
EP06115421A
Other languages
German (de)
English (en)
Other versions
EP1734186A1 (fr
Inventor
Horst Widmann
Hubert Dr. Bachmann
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.)
Ed Zueblin AG
Original Assignee
Ed Zueblin AG
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 Ed Zueblin AG filed Critical Ed Zueblin AG
Publication of EP1734186A1 publication Critical patent/EP1734186A1/fr
Application granted granted Critical
Publication of EP1734186B1 publication Critical patent/EP1734186B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E01B25/305—Rails or supporting constructions

Definitions

  • the invention relates to the production of the carriageway of a magnetic levitation train from precast load-bearing slabs on a guideway carrier.
  • the trajectories of magnetic levitation trains are usually constructed from precast slabs, which rest on a guideway support bearings.
  • the orientation of the precast slabs absolute and relative is of great importance.
  • the finished part support plates are measured accurately and then z. B. made exactly manufactured supports for the precast slabs, zBaus mortar (original design in Transrapid in Emsland) or steel (eg EP 1 441 066 B1 ).
  • WO 03/008 709 A describes a method to produce the carrier of a maglev train with exactly aligned brackets for attaching the vehicle leading metal attachments in situ concrete.
  • the method requires several consecutively applicable and exactly aligned gauges.
  • the process is complicated and in rough construction operation, the accuracy of the final product is not guaranteed by the number of process steps and the passing on of subsequent defects.
  • the object of the invention is to reduce the effort to install the precast slabs and make post-processing unnecessary.
  • the upper part (1b) of the guideway carrier is concreted and the dummy (3) is removed after sufficient hardening of the concrete.
  • the built-in parts (4) remain in the newly concreted upper part (1b) of the guideway carrier.
  • the prefabricated panels (2) and the bearing parts (5) are made exactly the same in the factory (matching the dummy (3)), then on bearings (5) simply on the embedded components (4) of the guideway carrier (1b) are placed and lie then automatically in Sollage.
  • a dummy (3) can either a prefabricated support plate (2) itself, or, preferably, serve a significantly lighter custom-made. This special production does not even have to have exactly the outer shape of the finished part support plate (2). It is sufficient if it exactly mimics the shape of the finished part support plate (2) at the relevant points, especially the bearing points.
  • the holder and exact positioning of the dummy (3) relative to the guideway carrier is done by holding devices (8, 9, 10, 12, 13), which are supported on the already created lower part (1a) of the guideway carrier (preferred procedure) or on the ground.
  • the lower part (1a) of the guideway carrier is manufactured as "endless" Ortbetonbalken with the construction tolerances, while the production of prefabricated slabs (2) in the precast plant from the installation of the mounting parts to milling the bearing reference levels meet the highest tolerance requirements (as usual in machine building).
  • Fig. 1 shows in cross-section the in-situ concrete manufactured lower part (1a) of the guideway carrier in the form of a guideway bar.
  • the connecting reinforcement (6) and the formwork (7) for the upper part (1b) still to be concreted can also be seen.
  • the in-situ concrete beam forms a nearly rigid system on which the adjusting devices (8, 9, 10, 12, 13) and the dummies (3) can be supported without deformation.
  • the formwork (7) can be measured relative to the done plate adjustment. A precise position of the formworks (7) is important, since only small tolerances are available to the clearance profile in the area of the still to be concreted console.
  • Fig. 2 shows in cross section the track bar (1 a) of Fig. 1 with a possible construction and mounting of the Justierrahmen (8).
  • At the top of the frame (8) sit short column feet (9), which are precisely adjustable in the vertical direction with a Justiergewinde.
  • the measuring point can thus be positioned both vertically and horizontally. The accuracy reaches that of mechanical engineering.
  • Fig. 3 shows in perspective a possible adjusting slide (12) in detail. He can wear for adjusting the measuring point, for example, a Justierprisma (13).
  • the measuring points (and the Justierrahmen (8)) are each exactly in the joint area of two precast slabs (2).
  • the adjoining exactly manufactured precast slabs (2) are later without offset side by side, since by measuring an axis on the plate joint (connecting line between the measuring point left and right of the road) always both plates (2) are automatically at the same height.
  • the track is thus lined up and assembled from individual precast slabs (2) as a link chain.
  • the Fig. 4 shows in cross-section on the Justierschlitten (12) patch cross-beam (14) as a material realization of the virtual Platten touchachse.
  • Dummies (3) can now be placed on this crossbeam (14) from both sides. In order to avoid obstruction of both dummies (3) on the shock axis, they have a horizontal offset on their side members. This is in Fig. 5 shown in perspective.
  • the transverse members (14) can be mounted exactly and yet stably on balls (15), as in Fig. 6 shown in the view from the side.
  • the adjusted transverse members (14) and dummies (3) must also be protected against misalignments until concreting of the upper part (1b) of the guideway carrier. If necessary, must be readjusted.
  • Fig. 7 shows in cross-section the guideway support (1a, 1b) including the dummies adjusted above, after the upper part (1b) of the guideway carrier has been concreted.
  • the track plates (2) Due to the predetermined bearing anchorage on Ortbetonbalken (1a, 1b), the track plates (2) can be placed relatively easily. As a result of the statically determined storage of the track plate (2) (two transversal bearings (5) and a longitudinally fixed bearing (5) and three freely movable bearings (5)), the touchdown is completely constrained. Plate elongations in the longitudinal and transverse directions, for example, due to different ambient temperature compared to the temperature in the precast plant, can also be included in the camps.
  • Fig. 9 shows in perspective the guideway support (1a, 1b) with superimposed finished part support plates (2).
  • the adjustment points are determined by means of a defined deviation from the straight beam.
  • the dummy (3) can additionally be easily twisted during the fitting process in order to simulate a distortion of the finished part support plates (2) screwed onto the track support (1b) under tension.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Control Of Vehicles With Linear Motors And Vehicles That Are Magnetically Levitated (AREA)

Claims (3)

  1. Procédé pour la fabrication d'une voie à lévitation magnétique, qui se compose de plaques préfabriquées (2), qui sont en appui sur un support de voie (1a, 1b),
    caractérisé en ce que
    a.) l'on utilise des plaques préfabriquées (2), qui dans tous les endroits pertinents sont préfabriquées de façon exacte avec la précision inhérente à la construction métallique,
    b.) une maquette (3), qui matérialise les cotes importantes de la fixation d'une telle plaque en béton préfabriqué (2) par rapport au support de voie (1a, 1b), est positionnée/fixée sur une partie inférieure déjà bétonnée (1a) du support de voie dans la position de consigne d'une plaque préfabriquée (2) qui s'y trouvera plus tard sur des/aux traverses (14), qui se trouvent en position aboutée entre les deux plaques préfabriquées (2),
    c.) ensuite la partie supérieure (1b) du support de voie est bétonné, tout en notant que sur la maquette (3) des pièces intégrées fixées de façon amovible (4) pour la fixation ultérieure de la plaque préfabriquée (2) sont bétonnées avec une précision d'ajustage dans la partie supérieure (1b) sur le support de voie (1a, 1b),
    d.) après durcissement suffisant du béton, la maquette (3) est séparée et éloignée des pièces intégrées(4) maintenant implantées dans le support de voie (1b) et / ou décalée/déplacée vers la position suivante, et
    e.) des paliers (5) uniformisés voire spécialement fabriqués dans le cas d'un désajustement rare sont immédiatement ou ultérieurement installés sur les pièces intégrées (4) et
    f.) enfin les plaques préfabriquées de façon très précise (2) seront mis en place et fixés sur ces paliers (5).
  2. Procédé selon la revendication 1,
    caractérisé en ce que, les cadres d'ajustage (8) pour mesurer la position de consigne des plaques préfabriquées (2) et pour la fixation de la maquette (3) reposent sans déformation sur l'élément inférieur (1a) du support de voie.
  3. Procédé selon au moins une des revendications 1 et 2,
    caractérisé en ce que, la maquette s'enroule légèrement en suivant les virages (3) en présence de voies incurvées, ce qui permet aussi que les plaques préfabriquées de façon très précise (2) adoptent cette forme légèrement incurvée après leur montage.
EP06115421A 2005-06-16 2006-06-14 Procédé pour la fabrication d'une voie à lévitation magnétique Not-in-force EP1734186B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102005027744A DE102005027744A1 (de) 2005-06-16 2005-06-16 Herstellung des Fahrweges einer Magnetschwebebahn mit Hilfe eines Dummys

Publications (2)

Publication Number Publication Date
EP1734186A1 EP1734186A1 (fr) 2006-12-20
EP1734186B1 true EP1734186B1 (fr) 2008-10-08

Family

ID=36972508

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06115421A Not-in-force EP1734186B1 (fr) 2005-06-16 2006-06-14 Procédé pour la fabrication d'une voie à lévitation magnétique

Country Status (3)

Country Link
EP (1) EP1734186B1 (fr)
AT (1) ATE410552T1 (fr)
DE (2) DE102005027744A1 (fr)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105133444B (zh) * 2015-09-11 2017-08-25 安徽兴宇轨道装备有限公司 一种用于调整磁悬浮轨道的调整装置
CN105133445B (zh) * 2015-09-11 2017-07-14 安徽兴宇轨道装备有限公司 一种磁悬浮轨道的轨板锁紧座
CN109778607B (zh) * 2019-03-14 2023-08-22 中铁隧道集团一处有限公司 连续刚构pc轨道梁精确测量定位装置及架设定位方法
JP7138812B2 (ja) * 2019-11-18 2022-09-16 広州地鉄設計研究院股▲分▼有限公司 多機能磁気浮上列車レールのレール搬送敷設機
CN110904847B (zh) * 2019-12-06 2021-05-28 天元建设集团有限公司 一种预制箱梁钢制内模支撑体系及其施工方法
CN114293413B (zh) * 2021-12-03 2024-05-03 中铁第四勘察设计院集团有限公司 一种高速磁悬浮的低置线路结构及其施工方法

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19963980B4 (de) * 1999-12-31 2006-05-11 Otmar Fahrion Anlage zur Herstellung von Fahrwegelementen
WO2003008709A1 (fr) * 2001-07-16 2003-01-30 Max Bögl Bauunternehmung GmbH & Co. KG Procede, cadre de consoles et coffrage destines a la fabrication d'un support

Also Published As

Publication number Publication date
EP1734186A1 (fr) 2006-12-20
DE102005027744A1 (de) 2006-12-21
DE502006001716D1 (de) 2008-11-20
ATE410552T1 (de) 2008-10-15

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