EP1488041B1 - Verfahren zum lagegenauen aufstellen eines fahewegtr gers un d farhweg - Google Patents
Verfahren zum lagegenauen aufstellen eines fahewegtr gers un d farhweg Download PDFInfo
- Publication number
- EP1488041B1 EP1488041B1 EP03744783A EP03744783A EP1488041B1 EP 1488041 B1 EP1488041 B1 EP 1488041B1 EP 03744783 A EP03744783 A EP 03744783A EP 03744783 A EP03744783 A EP 03744783A EP 1488041 B1 EP1488041 B1 EP 1488041B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- support
- accord
- travelway
- carrier
- base plate
- 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
Links
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Images
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
- a generic track is known, softer consists of a precast concrete slab, at its two lateral edges Function levels arranged to guide a track-bound vehicle are.
- the precast concrete slab is by means of spacers on the Top of a carrier arranged as well as there with retaining devices attached. The attachment is such that a free temperature expansion the precast concrete slab is possible.
- the carrier itself is on the ground of the terrain. Even if recognized correctly in this invention was that in a ground-level driveway here as a precast slab trained upper chord, which carries the functional levels, temperature expansions It has been found, however, that in the case of extreme This alone is not always sufficient to meet the highest requirements to the position of the functional levels when driving can. It has proven the routes of individual, strung together To form components. Due to the low permissible tolerances When guiding maglev trains, it is necessary the shocks even with larger temperature fluctuations within narrow admissible To tolerate tolerances
- DE-A-19 619 866 discloses a similar method of registration Setting up a vehicle.
- Object of the present invention is therefore a ground-level infrastructure and a manufacturing method for such a track create, which occurs even with larger temperature fluctuations Thermal expansion within the tolerances tolerates.
- the carrier is interposed the arranged on the carrier or the base carrier web placed on the base support.
- the transverse direction of the carrier is guided by guides led to the basic carrier, so that here is a transverse movement of the carrier is largely excluded.
- the carrier is in its predetermined Room curve brought.
- the resulting gap between Basic carrier and / or web and / or carrier is then with an advantageously a longitudinal displacement of the carrier on the Basic carrier permitting Untergußmasse filled.
- the carrier non-positively through the lower casting with the underlying substrate or structure fixed. While with short straps a longitudinal displacement Of the wearer is usually not required, it has longer wearers proved to be particularly advantageous for balancing the elongation. From which length of the carrier the longitudinal displacement is required depends of the structural conditions and the requirements of the permissible Tolerances in operation.
- the carrier has a web
- the connection between the carrier and the basic carrier in the region of the web he follows.
- the design of the bridge can already be considered an element of leadership of the carrier in interaction with the guides of the basic carrier Act.
- the carrier is essentially continuously mounted on the base carrier, so a very simple construction, especially of the carrier is possible. About that In addition, a particularly accurate guidance of the carrier is obtained, with which tolerances must be maintained within a very narrow range.
- the spindles can be placed on the bars or joints be. The most advantageous arrangement depends in particular on the design the support and the accessibility of the spindles
- the carrier is at least at one point, in particular is fixed to the base support in the region of the center of the support. hereby a fixed bearing is created, from which starting the carrier Can perform thermal expansion. Is the fixed point in the longitudinal direction arranged the carrier in the region of the carrier center, so experiences the carrier a relatively low thermal expansion to both sides of the fixed storage. The connection points to the subsequent carriers are therefore little burdened by the thermal expansions.
- the spindle and the base support a plastic plate arranged, which can give something under load. It contributes to it the whole area between base and base. A discreet one Load transfer via the spindle is prevented.
- the base carrier for filling at a distance from the fixation further spaced transverse joints between the carrier and the guide the base carrier uses an elastic casting material.
- the elastic Potting material is more or less compressed by the permissible Longitudinal displacement of the carrier. This also causes damage the carrier or the base carrier avoided and a targeted movement the carrier allows.
- the attachments are poured into the upper flange. It has proved to be advantageous if the casting of the Attachments with the upper belt in particular in one operation with the Production of the upper belt is done and this is done overhead. By the Over-head pouring of the attachments will be a good and accurate connection obtained the attachments in the upper flange. Alternatively, the attachments welded or bolted to the upper belt. This is both in a steel construction and in a concrete construction of the Carrier possible and provides in individual embodiments of the invention advantages.
- a generic track is designed in such a way that the route from a carrier with the interposition of the at Carrier or the base carrier arranged web on the base support is arranged.
- the carrier is transversely through guides of the Basic carrier and / or the bridge led. A lateral evasion of the Carrier is not possible thereby.
- On the support and / or bridge are spindles arranged to position the carrier according to the required Space curve.
- the space between the base and / or bridge and / or carrier is with a longitudinal displacement of the carrier on the Basic carrier permitting Untergußmasse filled.
- the carrier is mounted continuously on the base support. As a result, an exact guidance of the carrier and the associated Guidance for the vehicle ensured.
- the carrier advantageously has a web, which in the installed position in protrudes substantially down from the carrier, so here is the guide the carrier with the base support can be realized particularly advantageous.
- the carrier itself is replaced by the arrangement of a bridge over it additional stability, which improves assembly and operation becomes.
- the base carrier is a base plate on which the carrier stands, then is a simple and fast production possible.
- the guides for the wearer consist of one or several humps or troughs.
- the cusps which, for example, with bars of the wearer provide the wearer with a guide in Longitudinal direction.
- a trough is, in which the carrier sits. Again, a targeted shift allows the carrier by positive engagement.
- the carrier be connected to the basic carrier, creating a fixed bearing arises.
- This bearing can either by a screw with the base support or in that the base support and the support, for example, using a connection reinforcement with each other be concreted together.
- the carrier is in particular in the region of Center carrier is fixed to the base support. As a result, starting from this bearing the expansions of the carrier in both longitudinal directions take place, whereby the individual amounts of elongation less become.
- This separating layer represents the relative movement safe from base carrier and carrier to each other.
- the carrier and / or the base support in the transverse direction having running through and / or water drainage openings. hereby it is possible for inspection personnel but also for animals the guideway to cross and to avoid water accumulation during rain or snowmelt.
- FIG. 1 shows a perspective view of a basic carrier 1 according to FIG an embodiment of the invention.
- the base support 1 consists of a Base plate 2, on which two bumps 3 are arranged.
- the bottom plate 2 and the humps 3 are made of concrete and laid on the ground.
- the bottom plate 2 may also be another primary structure, such as a bridge or the underground of a tunnel section.
- the cusps 3 provide the guide elements for the later on the base support 1 carrier to be set up.
- To carry out the management duties have the bumps 3 side flanks 4, which possibly with the participation one arranged between the lateral flanks 4 and the carrier, later explained in more detail potting a movement of the wearer in the longitudinal direction x allows.
- the bumps 3 have in this embodiment in addition, inner flanks 5 and outer flanks 6. These Flanks 5 and 6, soft in other, not shown embodiments may not be necessary in accordance with the present Embodiment with respect to the carrier also with potting compound be charged.
- At least the farther from a bearing of the carrier remote flanks 5 or 6 are advantageously with a provided elastic potting material, so that thermal expansion, which in the x-direction of the carrier impacted by this potting material can be without causing damage or improper Tension comes.
- the guide in the x-direction of the carrier also be designed differently. So can Instead of centrally arranged humps 3 and bumps provided be, which lead the carrier from the outside. These are instead of on the Basic support 1 centrally arranged cusp 3 hump provided on the outer edge of the base support 1 are arranged and the carrier from the outside lead her.
- the base support includes a trough in which the carrier is used. The trough must be so dimensioned or with Untergußmaterial be filled that a movement of the carrier in the x direction is allowed.
- Figure 2 shows a perspective view of a longitudinal section through the Base support 1 and a carrier 10.
- the carrier consists of a top flange 11 and arranged thereon webs 12.
- the webs 12, of which in the present illustration only one is drawn to her from the upper flange 11 facing away from the end connected to connections 13 and 14.
- Between the webs 12 and the compounds 13 and 14 are the Bump 3 of the base support 1 arranged.
- the humps 3 make contact in particular with the webs 12, a longitudinal guide of the carrier 10 in the x direction.
- the carrier 10 is in the region of the inner connection 14 via a screw 15 fixedly connected to the base support 1.
- the length extension of the carrier 10 therefore takes place starting from the fixed bearing on the inner connection 14 towards the ends of the carrier in the area of the outer connections 13th
- Spindles 16 are provided for alignment of the carrier 10, in particular in the vertical z-direction.
- the required position of the carrier 10 through the Spindles 16 was obtained, the resulting gap between the carrier 10 and the surface 7 of the base carrier 1 with a Pouring compound 20 filled.
- the potting compound 20 must be such that they a longitudinal displacement of the carrier 10, which by thermal expansion or mechanical loads of the carrier 10 may occur in relation can compensate for the surface 7.
- a separating layer 25 introduced between the underside of the carrier 10 and the potting compound 20 be such that a bonding between the underside of the carrier 10th and the potting compound 20 is avoided.
- the release layer 25 or others Measures to prevent the fixed connection can of course also between the Untergußmasse 20 and the surface 7 of the Base support 1 may be provided.
- the lateral potting compound 22 is preferably rigid executed and also provided with a release layer. This will also as in the Untergußmasse 20 and its separation layer causes that a displacement of the carrier 10 in the x-direction relative to the Basic support 1 can be done without causing tension.
- the lateral potting compound 22 causes the carrier 10 during its Longitudinal displacement is performed exactly and thus no impermissible movement in the transverse direction y is possible.
- FIG. 3 shows a detail view in the region of an outer connection 13. Below the outer connection 13, the rigid potting material 20 is arranged. After spindling the carrier 10, the gap between the top 7 and the bottom of the connection 13 and the web 12 has been poured with this rigid potting material 20.
- the rigid one Potting material 20 causes a fixed connection in the vertical z-direction, so in that the guidance of the vehicle traveling over the carrier 10 in the z-direction remains largely unmoved. After an exact alignment of the Carrier 10 can thus be connected to the carrier 10 with a preceding one or subsequent carrier can be omitted since in the z direction no significant movement is expected during the crossing.
- alternative may instead of a rigid potting material and an elastic potting material be used.
- the potting compound 23 also be completely dispensed with, if the design of the hump 3 or the connection 13 is such that a gap between the Bump 3 and the compound 13 is allowed.
- the flank 6 and the elastic potting material 23 contribute to this little.
- FIG. 4 shows a detail view in the region of the inner connection 14
- Carrier 10 is connected to the base support 1 via a screw 15, which passes through the inner connection 14, rigidly connected.
- the screw 15 causes moreover a holddown of the carrier 10, so that at a Crossing the vehicle prevents movement of the carrier in the z-direction becomes.
- Between the inner connection 14 and the humps 13 is a rigid potting compound 24 is arranged.
- a relative movement between the base support 1 and the carrier 10 is through the inner connection 14, the bumps 3 and the rigid potting compound 24 in the x direction largely excluded. This results in a fixed storage of the carrier 10 on the base support 1.
- Dashed lines is the Potting compound 20, which between the surface 7 of the base support. 1 and the carrier 10, as well as the separating layer 25.
- this potting compound 20 also below the inner connection 14 may be arranged.
- the rigid potting compound 24 may be provided below the connection 14.
- FIG. 5 shows a perspective sectional view of two in succession arranged base support 1 and carrier 10. Between the base supports 1 is a gap 30 present, which is filled with potting material.
- the Base beams 1 may be coupled together in a conventional manner, so that a continuous pad for the carrier 10 is formed.
- the carriers 10 have upper straps 11 which are made longer in relation to the webs 12 are. The resulting projections cause that Through openings 31 arise. This is for maintenance personnel and animals possible to cross the track. In addition, this is one Created opening through which water can flow.
- attachments 32 are arranged. These attachments 32, which are the functional surfaces for guiding and driving the vehicles are the components that special must be arranged accurately to guarantee the driving of the vehicle. It is therefore also important that at the joints between two attachments 32 an offset and a distance only in the allowable tolerances will occur. This is ensured by the present inventive construction the basic carrier 1 and the carrier 10.
- FIG. 6 shows a further embodiment of the present invention.
- the base support 1 an independent structure, for example a bridge on.
- the carrier 10 with the attachments 32 arranged.
- the carrier 10 is designed substantially as a plate.
- the webs 12 are only hinted.
- the attachments 32 are in contrast to the embodiment of Figure 5, to which the attachments 32nd For example, screwed into the concrete of the carrier 10 with cast.
- FIG. 7 shows a carrier 10 in a perspective view from below.
- the illustrated Carrier 10 is a so-called short carrier which has only two connections 13 between the webs 12 has. A connection 14 off the previous embodiments are missing in this variant. In the connections 13, the spindles 16 are arranged. Otherwise, the Attachment of the carrier 10 on the base support 1 to the previous examples.
- FIG. 8 shows a carrier 10 on a base carrier 1.
- the spindles 16 are fixed in the webs 12. Between the webs 12 and the Base support 1 is the corresponding space with the sealing compound 20th filled. The space between the webs 12 is concreted out.
- the Resulting connection 28 creates in particular at a corresponding Connection with the base support 1, a guide of the carrier 10 in its transverse direction. Is a relative movement between the compound 28th and the carrier 10 not desired, as shown here, reinforcements 29 may be provided, which the carrier 10 to the connection 28th connect.
- the compound 28 and the Untergußmasse 20 can from consist of the same material and optionally also produced simultaneously become.
- FIG. 9 shows a carrier 10 with only one web 12.
- the carrier 10 is arranged on the base support 1 and by outer, laterally arranged Increases led.
- the space between the elevations and the other base support 1 is in turn filled by the potting compound 20.
- the adjustment of the carrier 10 on the base support 1 is performed by the Spindles 16.
- the guide elements for the vehicle are as well as at the remaining embodiments of the upper flange 11 of the carrier 10th attached. while cementing in some of the examples by setting in concrete took place, they are here attached by means of a console on the upper flange 11.
- the present invention is not limited to the illustrated embodiments limited. Thus, in particular on the arrangement of a web be completely dispensed with the carrier 10.
- a basic carrier can also be arranged on a bridge or other primary structure. It is not only an embodiment according to Figure 6 required.
- the hump 3 can also be concreted only after the carrier 10 on the base support 1 was set up.
- the hump 3 can be made of the material of the potting compound 20 exist and a connection reinforcement with the Base support 1 to be connected.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Railway Tracks (AREA)
- Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
- Warehouses Or Storage Devices (AREA)
- Road Paving Structures (AREA)
- Control Of Vehicles With Linear Motors And Vehicles That Are Magnetically Levitated (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
- Vehicle Body Suspensions (AREA)
- Spinning Or Twisting Of Yarns (AREA)
- Soil Working Implements (AREA)
Description
- Figur 1
- einen Grundträger in perspektivischer Ansicht,
- Figur 2
- einen Längsschnitt durch einen Träger und Grundträger,
- Figur 3
- eine Detailansicht eines Trägerendes,
- Figur 4
- eine Detailansicht einer Trägermitte,
- Figur 5
- eine perspektivische Schnittdarstellung von zwei aufeinander folgenden Trägern und
- Figur 6 bis 9
- weitere Ausführungsbeispiele.
Claims (34)
- Verfahren zum lagegenauen Aufstellen, eines Trägers (10) für einen ebenerdigen Fahrweg eines spurgebundenen Fahrzeuges, insbesondere einer Magnetschwebebahn, wobei der Träger (10) eine Fahrwegplatte mit daran angeordneten Führungselementen für das Fahrzeug aufweist, der Träger (10) auf einem Grundträger (1), der eine Bodenplatte (2) aufweist angeordnet wird und die Bodenplatte (2) von der Fahrwegplatte durch wenigstens einen in Längsrichtung des Trägers (10) verlaufenden Steg (12) beabstandet gehalten wird, dadurch gekennzeichnet daß der Träger (10) unter Zwischenschaltung des an dem Träger (10) oder dem Grundträger (1) angeordneten Steges (12) auf dem Grundträger (1) aufgelegt wird, daß der Träger (10) mittels auf dem Grundträger (1) oder dem Steg (12) sich abstützenden Spindeln (16) in seine vorbestimmte Raumkurve gebracht wird, daß der dabei entstehende Zwischenraum zwischen Grundträger (1) und/oder Steg (12) und/oder Träger (10) anschließend mit einer eine Verschiebung des Trägers zulassenden Untergußmasse (20) ausgefüllt wird, und daß der Träger (10) in Querrichtung durch Führungen geführt wird.
- Verfahren nach Anspruch 1, dadurch gekennzeichnet, daß die Untergußmasse derart gewählt wird, daß sie eine Längsverschiebung des Trägers (10) auf dem Grundträger (1) zuläßt.
- Verfahren nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß der Träger (10) auf dem Grundträger (1) elastisch gelagert wird.
- Verfahren nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß der Träger (10) als Obergurt (11) mit zumindest einem daran angeordneten, in Einbaulage im wesentlichen nach unten abstehenden Steg (12) hergestellt wird.
- Verfahren nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß der Träger (10) auf der Bodenplatte (2) und/oder dem Steg (12) im wesentlichen kontinuierlich aufliegend angeordnet wird.
- Verfahren nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß der Träger (10) zumindest an einer Stelle, insbesondere im Bereich der Trägermitte an dem Grundträger (1) fixiert wird.
- Verfahren nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß seitlich zwischen den Führungen und dem Träger (10) ein starres Vergußmaterial (22) verwendet wird zur formschlüssigen Verbindung und zum Abtrag der Längs- und Querkräfte.
- Verfahren nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß zwischen dem Grundträger (1) und dem Träger (10), insbesondere zwischen der Untergußmasse (20,22) und dem Träger (10) eine Trennschicht (25) angeordnet wird.
- Verfahren nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß zwischen Grundträger (1) und Spindel (16) Kunststoffplatten eingelegt werden.
- Verfahren nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß zum Verfüllen von im Abstand von der Fixierung weiter entfernt angeordneten Querfugen zwischen dem Träger (10) und der Führung des Grundträgers (1) ein elastisches Vergußmaterial (24) verwendet wird.
- Verfahren nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß die Führungselemente in Anbauteilen (32) an den Außenseiten des Obergurtes (11) des Trägers (10) angeordnet werden.
- Verfahren nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß die Anbauteile (32) in den Obergurt (11) eingegossen oder an den Obergurt (11) angeschweißt oder angeschraubt werden.
- Verfahren nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß der Träger (10) bei aufgebrachter Last untergossen wird.
- Verfahren nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß entlang des Fahrweges aufeinanderfolgende Träger (10) miteinander gekoppelt werden, wenn die Untergußmasse (20) elastisch ist und ungekoppelt bleiben, wenn die Untergußmasse (20) starr ist.
- Ebenerdiger Fahrweg eines spurgebundenen Fahrzeuges, insbesondere einer Magnetschwebebahn mit einem Träger (10), wobei der Träger (10) eine Fahrwegplatte mit daran angeordneten Führungselementen für das Fahrzeug aufweist, der Träger (10) auf einem Grundträger (1), der eine Bodenplatte (2) aufweist angeordnet ist, und die Bodenplatte (2) von der Fahrwegplatte durch wenigstens einen in Längsrichtung des Trägers (10) verlaufenden Steg (12) beabstandet gehalten ist, dadurch gekennzeichnet, daß der Träger (10) unter Zwischenschaltung des an dem Träger (10) oder dem Grundträger (1) angeordneten Steges (12) auf dem Grundträger (1) angeordnet ist, daß an dem Träger (10) und/oder Steg (12) Spindeln (16) angeordnet sind zum Positionieren des Trägers (10) entsprechend der benötigten Raumkurve, daß der Zwischenraum zwischen Grundträger (1) und/oder Steg (12) und/oder Träger (10) mit einer eine Verschiebung des Trägers zulassenden Untergußmasse (20) ausgefüllt ist, und daß der Träger (10) in Querrichtung durch Führungen des Grundträgers (1) und/oder des Steges (12) geführt ist.
- Fahrweg nach dem vorherigen Anspruch, dadurch gekennzeichnet, daß die Untergußmasse und/oder die Lagerung derart ausgeführt ist, daß sie eine Längsverschiebung des Trägers (10) auf dem Grundträger (1) zuläßt.
- Fahrweg nach dem vorherigen Anspruch, dadurch gekennzeichnet, daß der Träger (10) einen Obergurt (11) als Fahrwegplatte und zumindest einen daran angeordneten, in Einbaulage im wesentlichen nach unten abstehenden Steg (12) aufweist.
- Fahrweg nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß die Führung wenigstens ein Höcker (3) oder Trog ist.
- Fahrweg nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß der Träger (10) auf der Bodenplatte (2) und/oder dem Steg (12) im wesentlichen kontinuierlich aufliegend angeordnet wird.
- Fahrweg nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß der Träger (10) mehrere, insbesondere zwei Stege (12) aufweist, welche in Querrichtung des Trägers (10) voneinander beabstandet sind.
- Fahrweg nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß die Stege (12) an dem von dem Obergurt (11) abgewandten Ende zumindest teilweise mittels Verbindungen (13,14) miteinander verbunden sind.
- Fahrweg nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß die Spindeln (16) an den Stegen (12) oder den Verbindungen (13,14) angeordnet sind.
- Fahrweg nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß der Träger (10) zumindest an einer Stelle, insbesondere im Bereich der Trägermitte an dem Grundträger (1) fixiert ist.
- Fahrweg nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß der Träger (10) mit dem Grundträger (1) zumindest an einer Stelle verschraubt oder anbetoniert ist.
- Fahrweg nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß zwischen den Führungen und dem Träger (10) ein starres Vergußmaterial (22) angeordnet ist zur formschlüssigen Verbindung und zum Abtrag der Längs- und Querkräfte.
- Fahrweg nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß zwischen dem Grundträger (1) und dem Träger (10), insbesondere zwischen der Untergußmasse (20) und dem Träger (10) eine Trennschicht (25) angeordnet ist.
- Fahrweg nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß zwischen Grundträger (1) und Spindel (16) eine Kunststoffplatte angeordnet ist.
- Fahrweg nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß die Untergußmasse (20) Mörtel oder ein Elastomer ist.
- Fahrweg nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß in Querfugen zwischen dem Träger (10) und der Führung des Grundträgers (1), welche im Abstand von der Fixierung weiter entfernt angeordnet sind ein elastisches Vergußmaterial (24) angeordnet ist.
- Fahrweg nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß an den längs verlaufenden Sirnseiten des Obergurtes (11) Anbauteile (32) mit den Führungselementen zum Führen und/oder Antreiben des Fahrzeuges angeordnet sind.
- Fahrweg nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß die Anbauteile (32) in den Obergurt (11) eingegossen oder an den Obergurt (11) angeschweißt oder angeschraubt sind.
- Fahrweg nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß der Träger (10) und/oder der Grundträger (1) in Querrichtung verlaufende Durchgangs- und/oder Wasserablauföffnungen (31) aufweist.
- Fahrweg nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß der Träger (10) zumindest an einem seiner Enden in Bezug auf die Basis des Steges (12) auskragt.
- Fahrweg nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, daß der Grundträger (1) und/oder der Träger (10) aus Beton, insbesondere als Betonfertigteil hergestellt ist.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10213052 | 2002-03-22 | ||
DE10213052A DE10213052A1 (de) | 2002-03-22 | 2002-03-22 | Verfahren zum lagegenauen Aufstellen und Betreiben eines Trägers für einen ebenerdigen Fahrweg und ebenerdigen Fahrweg |
PCT/EP2003/002132 WO2003080933A1 (de) | 2002-03-22 | 2003-03-01 | Verfahren zum lagegenauen aufstellen eines fahewegträgers und farhweg |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1488041A1 EP1488041A1 (de) | 2004-12-22 |
EP1488041B1 true EP1488041B1 (de) | 2005-12-14 |
Family
ID=27798126
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP03744783A Expired - Lifetime EP1488041B1 (de) | 2002-03-22 | 2003-03-01 | Verfahren zum lagegenauen aufstellen eines fahewegtr gers un d farhweg |
Country Status (9)
Country | Link |
---|---|
US (1) | US20050166786A1 (de) |
EP (1) | EP1488041B1 (de) |
CN (1) | CN101027448B (de) |
AT (1) | ATE312975T1 (de) |
AU (1) | AU2003210398A1 (de) |
CA (1) | CA2478492A1 (de) |
DE (2) | DE10213052A1 (de) |
RU (1) | RU2004131208A (de) |
WO (1) | WO2003080933A1 (de) |
Families Citing this family (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE112004000792D2 (de) * | 2003-05-21 | 2006-03-30 | Schierholz Translift Schweiz A | Schienenanordnung, Schienenkörper und Verfahren zu deren Herstellung |
DE10353949A1 (de) * | 2003-11-18 | 2005-06-16 | Max Bögl Bauunternehmung GmbH & Co. KG | Verfahren zum lagegenauen Aufstellen eines Trägers für einen Fahrweg und Fahrweg |
DE102004032979A1 (de) * | 2004-07-08 | 2006-01-26 | Max Bögl Bauunternehmung GmbH & Co. KG | Träger |
JP4447610B2 (ja) * | 2004-11-10 | 2010-04-07 | 大成建設株式会社 | ガイドウェイの側壁及びガイドウェイの側壁の設置方法 |
DE102005039410A1 (de) * | 2005-08-20 | 2007-02-22 | Hochtief Construction Ag | Fahrweg für ein spurgebundenes Fahrzeug, insbesondere für eine Magnetbahn |
DE102006025014A1 (de) * | 2006-05-26 | 2007-11-29 | Max Bögl Bauunternehmung GmbH & Co. KG | Fahrweg |
DE102010026586A1 (de) | 2010-07-08 | 2012-01-12 | Roland Lipp | Fahrbahn für eine Magnetschwebebahn |
DE102010048819A1 (de) | 2010-10-20 | 2012-04-26 | Roland Lipp | Hochgeschwindigkeits-Fernverkehrssystem zum Transport von Personen und/oder Lasten |
CN105714626B (zh) * | 2016-01-21 | 2017-05-10 | 中铁第四勘察设计院集团有限公司 | 一种用于中低速磁悬浮交通工程低置线路的榫接式承轨梁结构 |
CN106120489B (zh) * | 2016-07-04 | 2017-09-29 | 中铁第四勘察设计院集团有限公司 | 具有保证信号采集连续的轨排连接装置的中低速磁浮轨道 |
CN110406386B (zh) * | 2018-04-26 | 2021-04-02 | 中国航天科工飞航技术研究院(中国航天海鹰机电技术研究院) | 用于磁悬浮橇车的机械导引装置及具有其的磁悬浮橇车 |
CN108820735A (zh) * | 2018-06-19 | 2018-11-16 | 北京市煤气热力工程设计院有限公司 | 一种热力隧道内轴向运输装置及其施工方法 |
CN110184863B (zh) * | 2019-06-28 | 2024-08-13 | 上海交通大学 | 一种宽翼缘梁上板式轨道梁 |
CN114293410A (zh) * | 2021-12-03 | 2022-04-08 | 中铁第四勘察设计院集团有限公司 | 一种高速磁浮交通工程线路 |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19619866A1 (de) * | 1996-05-17 | 1997-11-20 | Preussag Ag | Fahrweg für Magnetbahnzüge |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4313383A (en) * | 1979-10-23 | 1982-02-02 | Stephen Parazader | Guideway units for elevated guideways |
DE3539225A1 (de) * | 1985-11-05 | 1987-05-14 | Max Knape Gmbh & Co Fa | Verfahren zum einbau eines gleisrosts |
DE4115935C2 (de) * | 1991-05-16 | 1996-11-07 | Dyckerhoff & Widmann Ag | Fahrwegkonstruktion für Magnetschwebefahrzeuge |
DE19735481C1 (de) * | 1997-08-16 | 1999-03-04 | Stahlbau Lavis Gmbh | Fahrwegelement |
DE19808622C2 (de) * | 1998-02-28 | 2001-12-13 | Max Boegl Bauunternehmung | Fahrweg |
US6321657B1 (en) * | 1998-03-03 | 2001-11-27 | William E. Owen | Rail transit system |
US6554199B1 (en) * | 2000-10-06 | 2003-04-29 | Pfleiderer Infrastrukturtechnick Gmbh & Co., Kg | Trackway for transrapid |
CN2452844Y (zh) * | 2000-12-15 | 2001-10-10 | 郑州大方桥梁机械有限公司 | 磁悬浮列车轨道梁架设精确导向定位架 |
FR2823512B1 (fr) * | 2001-04-17 | 2003-11-07 | Systra | Viaduc pour ligne ferroviaire ou autre |
CN1128899C (zh) * | 2001-09-21 | 2003-11-26 | 上海磁悬浮交通发展有限公司 | 高速轨道交通的轨道结构 |
-
2002
- 2002-03-22 DE DE10213052A patent/DE10213052A1/de not_active Withdrawn
-
2003
- 2003-03-01 AU AU2003210398A patent/AU2003210398A1/en not_active Abandoned
- 2003-03-01 WO PCT/EP2003/002132 patent/WO2003080933A1/de active Search and Examination
- 2003-03-01 AT AT03744783T patent/ATE312975T1/de not_active IP Right Cessation
- 2003-03-01 CA CA002478492A patent/CA2478492A1/en not_active Abandoned
- 2003-03-01 EP EP03744783A patent/EP1488041B1/de not_active Expired - Lifetime
- 2003-03-01 DE DE50301927T patent/DE50301927D1/de not_active Expired - Lifetime
- 2003-03-01 RU RU2004131208/11A patent/RU2004131208A/ru not_active Application Discontinuation
- 2003-03-01 US US10/508,283 patent/US20050166786A1/en not_active Abandoned
- 2003-03-01 CN CN038067595A patent/CN101027448B/zh not_active Expired - Fee Related
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19619866A1 (de) * | 1996-05-17 | 1997-11-20 | Preussag Ag | Fahrweg für Magnetbahnzüge |
Also Published As
Publication number | Publication date |
---|---|
US20050166786A1 (en) | 2005-08-04 |
RU2004131208A (ru) | 2005-04-10 |
WO2003080933A1 (de) | 2003-10-02 |
DE10213052A1 (de) | 2003-10-02 |
CA2478492A1 (en) | 2003-10-02 |
AU2003210398A1 (en) | 2003-10-08 |
CN101027448A (zh) | 2007-08-29 |
ATE312975T1 (de) | 2005-12-15 |
CN101027448B (zh) | 2010-12-01 |
EP1488041A1 (de) | 2004-12-22 |
DE50301927D1 (de) | 2006-01-19 |
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