DE102005027751A1 - Interchangeable attachment of the track plates of a magnetic levitation train on a guideway carrier - Google Patents
Interchangeable attachment of the track plates of a magnetic levitation train on a guideway carrier Download PDFInfo
- Publication number
- DE102005027751A1 DE102005027751A1 DE102005027751A DE102005027751A DE102005027751A1 DE 102005027751 A1 DE102005027751 A1 DE 102005027751A1 DE 102005027751 A DE102005027751 A DE 102005027751A DE 102005027751 A DE102005027751 A DE 102005027751A DE 102005027751 A1 DE102005027751 A1 DE 102005027751A1
- Authority
- DE
- Germany
- Prior art keywords
- bearing
- track
- anchor
- tubular sleeve
- 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.)
- Withdrawn
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/10—Ducts
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/12—Anchoring devices
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Railway Tracks (AREA)
- Control Of Vehicles With Linear Motors And Vehicles That Are Magnetically Levitated (AREA)
Abstract
Description
Technisches GebietTechnical area
Die Erfindung betrifft die Befestigung der Fahrwegplatte am Fahrwegträger einer Magnetschwebebahn.The Invention relates to the attachment of the track plate on the guideway carrier a Maglev.
Ankerschrauben, die die Fahrwegplatte der Magnetschwebebahn über Lager am Fahrwegträger befestigen, werden nach der Justierung der Fahrwegplatten mit Mörtel im Fahrwegträger vergossen. Die Lager und Fahrwegplatten sind dadurch nur schwer austauschbar.Anchor bolts, which fix the track plate of the maglev train over bearings on the track girder, be after adjustment of the track plates with mortar in the guideway beams shed. The bearings and track plates are therefore difficult interchangeable.
Aufgabe der ErfindungObject of the invention
Aufgabe der Erfindung ist es, die über die Ankerschrauben am Fahrwegträger befestigten Fahrwegplatten und damit auch die Lager austauschbar zu befestigen und gleichzeitig die über die Ankerschrauben weitergereichten auftretenden Kräfte besser in den Beton abzuleiten.task The invention is about the anchor bolts on the guideway carrier fastened Fahrwegplatten and thus the bearings interchangeable to attach and at the same time passed on the anchor bolts occurring forces better to divert into the concrete.
Darstellung der ErfindungPresentation of the invention
Die Aufgabe wird durch die im Kennzeichen des Anspruchs 1 angegebenen Merkmale gelöst. Hierzu verlaufen die Ankerschrauben innerhalb des Fahrwegträgers und/oder der Fahrwegplatte in Rohrhülsen (bevorzugt mit Schmierfett gefüllt), die in Längsrichtung parallel zur Ankerschraube komprimierbar ausgestaltet sind. Bevorzugt geschieht dies, indem sie aus mindestens zwei ineinander gesteckten, zueinander verschieblichen Teilen bestehen (wie ein Teleskop). Alternativ können die Rohrhülsen aber auch ziehharmonikaartig ausgestaltet sein.The The object is specified by that in the characterizing part of claim 1 Characteristics solved. For this the anchor bolts run inside the guideway carrier and / or the track plate in tube sleeves (preferably filled with grease), in the longitudinal direction are configured compressible parallel to the anchor screw. Prefers this is done by making at least two nested ones, mutually displaceable parts exist (like a telescope). alternative can the tube sleeves but also be accordion-like designed.
Wären die Ankerschrauben in nicht komprimierbaren Hülsen geführt, so würden die beim Anziehen der Ankerschrauben wirkenden komprimierenden Kräfte nur auf die Wandung der Hülsen übertragen und führten dort zu Spannungen, sie würden aber nicht in den Beton abgeleitet. Im schlimmsten Falle gäbe die Hülse nach und würde unkontrolliert etwas gestaucht, was durch die dabei auftretenden plötzlichen seitwärts gerichteten Kräfte leicht zu Abplatzungen des Betons führen könnte.Would that be Anchor bolts in non-compressible sleeves out, so would when tightening the Anchor bolts acting compressing forces only on the wall of the Transfer sleeves and led there to tensions, but they would not derived in the concrete. In the worst case, the sleeve would give way and would something uncontrollably upset, which is caused by the sudden sideways directed forces could easily lead to spalling of the concrete.
Wird hingegen eine Ankerschraube in einer erfindungsgemäßen komprimierbaren Hülse angezogen, so kann die Rohrhülse der komprimierenden Kraft ohne Schaden zu nehmen ausweichen und sich geringfügig verkürzen. Da durch wird über tellerartige Flächen (Ankerplatten) an den Enden der Rohrhülse eine komprimierende Kraft auf den zwischen den Ankerplatten liegenden Beton ausgeübt. Damit verhält sich der Beton zwischen den beiden Ankerplatten von seiner Festigkeit ähnlich wie Spannbeton. Er verhält sich wesentlich weniger spröde. Dadurch wiederum wird ein Abplatzen von Beton neben den Rohrhülsen verhindert, was also zu einer erhöhten Festigkeit des Betons und damit des Fahrweges der Magnetschwebebahn führt. Dies gibt aber auch die Möglichkeit, die Dimensionen der Verankerung und des Fahrweges bei sonst gleicher Betonqualität günstiger auszulegen.Becomes while an anchor bolt in a compressible according to the invention Sleeve attracted, so can the tube sleeve dodge the compressive force without damage and slightly shorten. Because of being over plate-like surfaces (Anchor plates) at the ends of the tube sleeve a compressive force on the concrete lying between the anchor plates. In order to behaves The concrete between the two anchor plates is similar in its strength to its strength Prestressed concrete. He behaves much less brittle. This, in turn, prevents spalling of concrete next to the tube sleeves, which means an increased one Strength of the concrete and thus the driveway of the maglev train leads. But this also gives you the opportunity the dimensions of the anchorage and the route with otherwise the same concrete quality cheaper interpret.
Die
Die Fahrwegplatte liegt mit der unteren Ankerplatte der Fahrwegplattenrohrhülse über ein Stahllager (also nicht elastisch gelagert) auf der oberen Ankerplatte der Fahrwegträgerrohrhülse auf. Die obere Ankerplatte der Fahrwegplattenrohrhülse ist im Beton der Fahrwegplatte einbetoniert.The Track plate lies with the lower anchor plate of the track plate tube sleeve over a steel bearing (ie not elastically mounted) on the upper anchor plate of the Fahrwegträgerrohrhülse. The upper anchor plate of the track plate tube sleeve is in the concrete of the track plate concreted.
Die Fahrwegträgerrohrhülse durchquert den Randbereich des Fahrwegträgers. Ihre untere Ankerplatte ist Widerlager für die Mutter der Ankerschraube. Die Ankerplatten bestehen bevorzugt aus Edelstahl.The Traverse pathway tube sleeve the edge region of the guideway carrier. Its lower anchor plate is abutment for the nut of the anchor bolt. The anchor plates are preferably made of stainless steel.
Um das Ineinanderschieben der Rohrhülsen zu erleichtern, befindet sich am Ende der äußeren Hülse um die innere Hülse herum ein Wulst/Ring aus komprimierbarem Material. Ohne diesen Wulst/Ring würde beim Ineinanderschieben Beton am Ende der äußeren Rohrhülse, oder das Ende der Rohrhülse selbst, zerstört.Around the telescoping of the tube sleeves to facilitate is located at the end of the outer sleeve around the inner sleeve a bead / ring of compressible material. Without this bead / ring would be at Telescoping concrete at the end of the outer tube sleeve, or the end of the tube sleeve itself, destroyed.
(Im Falle eines ziehharmonikaartigen Aufbaus der komprimierbaren Rohrhülse wäre dieser ziehharmonikaartige Teil bevorzugt von einer dünnen Schicht aus komprimierbarem Material umgeben, um Zerstörungen zu vermeiden.) Das Stahllager zwischen Fahrwegplatte und Fahrwegträger weist bevorzugt eine PTFE-Beschichtung auf und ist zudem bevorzugt ebenfalls korrosionsfest in Edelstahl ausgeführt.(In the Trap of a concertina-like structure of the compressible tube sleeve would be this accordion-like Part preferably of a thin layer surrounded by compressible material to avoid damage.) The steel bearing between track plate and guideway carrier preferably has a PTFE coating and is also preferably also corrosion resistant in stainless steel executed.
Im abgebildeten Beispiel weisen die zum Lager gerichteten Ankerplatten von Fahrwegplattenrohrhülse und Fahrwegträgerrohrhülse einen vorstehenden Fortsatz auf, der in eine Ausnehmung im Stahllager paßt und je nach Passung zu einer Fixierung des Stahllagers mit null- (also kein Freiheitsgrad) oder eindimensionaler Beweglichkeit zur Ankerplatte und damit auch von Fahrwegplatte zu Fahrwegträger führt.In the example shown, the anchor plates of the track plate tube sleeve and the track tube sleeve have a projecting projection which fits into a recess in the steel bearing and depending on the fit to a fixation of the steel bearing with zero (ie no degree of freedom) or one-dimensional mobility to the anchor plate and thus from track plate to drive leads away.
- 11
- Fahrwegplattetrack slab
- 22
- Fahrwegträgerguideway beams
- 33
- Ankerschraubeanchor bolt
- 4a4a
- zweiteilige, ineinander verschiebliche Fahrwegplattenrohrhülsetwo-piece, interlocking track plate tube sleeve
- 4b4b
- zweiteilige, ineinander verschiebliche Fahrwegträgerrohrhülsetwo-piece, telescoping guideway tube sleeve
- 55
- KorrosionsschutzfettAnti-Corrosion Grease
- 66
- Stahllagersteel bearings
- 77
- Ankerplatteanchor plate
- 88th
- Ausnehmung in Stahllagerrecess in steel warehouse
- 99
- hervorstehender Fortsatz auf Ankerplatteprotruding Extension on anchor plate
- 1010
- Ring aus komprimierbarem Materialring made of compressible material
Claims (11)
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102005027751A DE102005027751A1 (en) | 2005-06-16 | 2005-06-16 | Interchangeable attachment of the track plates of a magnetic levitation train on a guideway carrier |
DE502006005152T DE502006005152D1 (en) | 2005-06-16 | 2006-06-14 | Interchangeable attachment of the track plates of a magnetic levitation train on a guideway carrier |
AT06115417T ATE446414T1 (en) | 2005-06-16 | 2006-06-14 | INTERCHANGEABLE FASTENING OF THE TRACK PLATES OF A MAGNETIC ELEVATION TRAIN TO A TRACK CARRIER |
EP06115417A EP1734184B1 (en) | 2005-06-16 | 2006-06-14 | Replaceable attachment of a railway slab of a maglevtrain to a track support |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102005027751A DE102005027751A1 (en) | 2005-06-16 | 2005-06-16 | Interchangeable attachment of the track plates of a magnetic levitation train on a guideway carrier |
Publications (1)
Publication Number | Publication Date |
---|---|
DE102005027751A1 true DE102005027751A1 (en) | 2006-12-21 |
Family
ID=36764752
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE102005027751A Withdrawn DE102005027751A1 (en) | 2005-06-16 | 2005-06-16 | Interchangeable attachment of the track plates of a magnetic levitation train on a guideway carrier |
DE502006005152T Active DE502006005152D1 (en) | 2005-06-16 | 2006-06-14 | Interchangeable attachment of the track plates of a magnetic levitation train on a guideway carrier |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE502006005152T Active DE502006005152D1 (en) | 2005-06-16 | 2006-06-14 | Interchangeable attachment of the track plates of a magnetic levitation train on a guideway carrier |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP1734184B1 (en) |
AT (1) | ATE446414T1 (en) |
DE (2) | DE102005027751A1 (en) |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH276637A (en) * | 1949-06-18 | 1951-07-31 | Birkenmaier Max | Cover for prestressed reinforcements and for recesses. |
DE1659182B1 (en) * | 1968-02-24 | 1971-02-11 | Pforzheim Metallschlauch | Sleeve tube for tendons |
DE10301897A1 (en) * | 2003-01-17 | 2004-07-29 | Ed. Züblin Ag | Exact storage of precast concrete slabs of the driveway of a maglev train on a support |
-
2005
- 2005-06-16 DE DE102005027751A patent/DE102005027751A1/en not_active Withdrawn
-
2006
- 2006-06-14 DE DE502006005152T patent/DE502006005152D1/en active Active
- 2006-06-14 AT AT06115417T patent/ATE446414T1/en active
- 2006-06-14 EP EP06115417A patent/EP1734184B1/en not_active Not-in-force
Also Published As
Publication number | Publication date |
---|---|
DE502006005152D1 (en) | 2009-12-03 |
EP1734184B1 (en) | 2009-10-21 |
ATE446414T1 (en) | 2009-11-15 |
EP1734184A1 (en) | 2006-12-20 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
8139 | Disposal/non-payment of the annual fee |