DE20207669U1 - Track for magnetic levitation railway, includes support structure having hollow profile carrier on which support arrangement is supported, carrying stator arrangement - Google Patents

Track for magnetic levitation railway, includes support structure having hollow profile carrier on which support arrangement is supported, carrying stator arrangement

Info

Publication number
DE20207669U1
DE20207669U1 DE20207669U DE20207669U DE20207669U1 DE 20207669 U1 DE20207669 U1 DE 20207669U1 DE 20207669 U DE20207669 U DE 20207669U DE 20207669 U DE20207669 U DE 20207669U DE 20207669 U1 DE20207669 U1 DE 20207669U1
Authority
DE
Germany
Prior art keywords
track
arrangement
longitudinal direction
support structure
carried
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
Application number
DE20207669U
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German (de)
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to DE20207669U priority Critical patent/DE20207669U1/en
Publication of DE20207669U1 publication Critical patent/DE20207669U1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00—Tracks for special kinds of railways
    • E01B25/30—Tracks for magnetic suspension or levitation vehicles
    • E01B25/305—Rails or supporting constructions

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)

Abstract

A track for a magnetic levitation railway, comprises a supporting structure (12) which is carried by support members (16) arranged successively in the longitudinal direction of the track. A stator arrangement (20) is provided on the supporting structure (12), the latter having at least one hollow profile carrier (14) on which is carried a support arrangement (24) carrying the stator arrangement (30) and made separate from this.

Description

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßtThe description text was not recorded electronically

Claims (9)

1. Fahrweg für eine Magnetschwebebahn, umfassend eine sich in einer Fahrweglängsrichtung erstreckende Tragestruktur (12), welche auf in der Fahrweglängsrichtung aufeinander folgend angeordneten Stützorganen (16) getragen ist, sowie eine an der Tragestruktur (12) getragene Statoranordnung (30), wobei die Tragestruktur (12) we­ nigstens einen Hohlprofilträger (14) aufweist, an welchem eine die Statoranordnung (30) tragende und von diesem getrennt ausgebil­ dete Trägeranordnung (24) getragen ist.1. guideway for a magnetic levitation train, comprising a support structure ( 12 ) extending in a guideway longitudinal direction, which is carried on supporting elements ( 16 ) arranged successively in the guideway longitudinal direction, and a stator arrangement ( 30 ) carried on the support structure ( 12 ), the Carrying structure ( 12 ) we at least has a hollow profile carrier ( 14 ), on which a stator arrangement ( 30 ) carrying and separately trained carrier arrangement ( 24 ) is carried. 2. Fahrweg nach Anspruch 1, dadurch gekennzeichnet, dass der wenigstens eine Hohlprofilträger (14) in Stahlbeton- oder Spannbeton-Bauweise ausgebildet ist.2. Track according to claim 1, characterized in that the at least one hollow profile carrier ( 14 ) is constructed in reinforced concrete or prestressed concrete construction. 3. Fahrweg für eine Magnetschwebebahn, umfassend eine sich in einer Fahrweglängsrichtung erstreckende Tragestruktur (12), welche auf in der Fahrweglängsrichtung aufeinander folgend angeordneten Stützorganen (16) getragen ist, sowie eine an der Tragestruktur (12) getragene Statoranordnung (30), wobei die Tragestruktur (12) we­ nigstens einen Doppel-T-Träger (38) aufweist, an welchem eine die Statoranordnung (30) tragende und von diesem getrennt ausgebil­ dete Trägeranordnung (24) getragen ist.3. Track for a magnetic levitation train, comprising a support structure ( 12 ) extending in a longitudinal direction of the track, which is carried on supporting elements ( 16 ) arranged successively in the longitudinal direction of the track, and a stator arrangement ( 30 ) carried on the support structure ( 12 ), the Carrying structure ( 12 ) we at least has a double T-beam ( 38 ), on which a stator arrangement ( 30 ) carrying and separately trained carrier arrangement ( 24 ) is carried. 4. Fahrweg nach Anspruch 3, dadurch gekennzeichnet, dass der wenigstens eine Doppel-T-Träger (38) in Stahlbeton- oder Spannbeton-Bauweise ausgebildet ist.4. Track according to claim 3, characterized in that the at least one double T-beam ( 38 ) is constructed in reinforced concrete or prestressed concrete construction. 5. Fahrweg nach Anspruch 3 oder 4, dadurch gekennzeichnet, dass wenigstens zwei Doppel-T-Träger (38) seitlich, bezogen auf die Fahrweglängsrichtung, nebeneinander vorgesehen sind.5. Track according to claim 3 or 4, characterized in that at least two double T-beams ( 38 ) are provided side by side, based on the longitudinal direction of the track. 6. Fahrweg nach Anspruch 5, dadurch gekennzeichnet, dass die wenigstens zwei Doppel-T-Träger (38) miteinander durch Kopplungsorgane (40) fest verbunden, vor­ zugsweise verspannt sind.6. Track according to claim 5, characterized in that the at least two double T-beams ( 38 ) are firmly connected to one another by coupling members ( 40 ), preferably braced before. 7. Fahrweg nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, dass die Trägeranordnung (24) an der Tragestruktur (12) durch eine Mehrzahl von Einzelstützpunkten (22) festgelegt ist.7. Track according to one of claims 1 to 6, characterized in that the carrier arrangement ( 24 ) on the support structure ( 12 ) is fixed by a plurality of individual support points ( 22 ). 8. Fahrweg nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, dass die Trägeranordnung (24) eine Mehr­ zahl von in der Fahrweglängsrichtung aufeinander folgenden und mit deren Längserstreckungsrichtung im Wesentlichen quer zur Fahr­ weglängsrichtung orientierten Trägerelementen (36) aufweist.8. guideway according to one of claims 1 to 7, characterized in that the carrier arrangement ( 24 ) has a plurality of consecutive in the guideway longitudinal direction and with its longitudinal extension direction substantially transverse to the guideway longitudinal direction oriented support elements ( 36 ). 9. Fahrweg nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, dass die Trägeranordnung (24) eine Mehr­ zahl von in der Fahrweglängsrichtung aufeinander folgenden Träger­ platten umfasst.9. Track according to one of claims 1 to 7, characterized in that the carrier arrangement ( 24 ) comprises a plurality of successive carrier plates in the longitudinal direction of the track.
DE20207669U 2002-05-15 2002-05-15 Track for magnetic levitation railway, includes support structure having hollow profile carrier on which support arrangement is supported, carrying stator arrangement Expired - Lifetime DE20207669U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE20207669U DE20207669U1 (en) 2002-05-15 2002-05-15 Track for magnetic levitation railway, includes support structure having hollow profile carrier on which support arrangement is supported, carrying stator arrangement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE20207669U DE20207669U1 (en) 2002-05-15 2002-05-15 Track for magnetic levitation railway, includes support structure having hollow profile carrier on which support arrangement is supported, carrying stator arrangement

Publications (1)

Publication Number Publication Date
DE20207669U1 true DE20207669U1 (en) 2003-09-25

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
DE20207669U Expired - Lifetime DE20207669U1 (en) 2002-05-15 2002-05-15 Track for magnetic levitation railway, includes support structure having hollow profile carrier on which support arrangement is supported, carrying stator arrangement

Country Status (1)

Country Link
DE (1) DE20207669U1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100473781C (en) * 2006-06-13 2009-04-01 上海市隧道工程轨道交通设计研究院 Installing method for rail beam structure of magnetic suspension tunnel shoreside section
CN100473791C (en) * 2006-06-13 2009-04-01 上海市隧道工程轨道交通设计研究院 Installing method for rail beam structure of magnetic suspension tunnel shoreside section
CN105971014A (en) * 2016-07-12 2016-09-28 中国电建集团昆明勘测设计研究院有限公司 Steel-structural urban comprehensive pipe rack

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100473781C (en) * 2006-06-13 2009-04-01 上海市隧道工程轨道交通设计研究院 Installing method for rail beam structure of magnetic suspension tunnel shoreside section
CN100473791C (en) * 2006-06-13 2009-04-01 上海市隧道工程轨道交通设计研究院 Installing method for rail beam structure of magnetic suspension tunnel shoreside section
CN105971014A (en) * 2016-07-12 2016-09-28 中国电建集团昆明勘测设计研究院有限公司 Steel-structural urban comprehensive pipe rack

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Legal Events

Date Code Title Description
R207 Utility model specification

Effective date: 20031030

R150 Term of protection extended to 6 years

Effective date: 20050428

R157 Lapse of ip right after 6 years

Effective date: 20081202