CN108660874B - Magnetic levitation track joint with continuous magnetic conduction - Google Patents

Magnetic levitation track joint with continuous magnetic conduction Download PDF

Info

Publication number
CN108660874B
CN108660874B CN201810649690.1A CN201810649690A CN108660874B CN 108660874 B CN108660874 B CN 108660874B CN 201810649690 A CN201810649690 A CN 201810649690A CN 108660874 B CN108660874 B CN 108660874B
Authority
CN
China
Prior art keywords
rail
end plate
main
auxiliary
side end
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.)
Active
Application number
CN201810649690.1A
Other languages
Chinese (zh)
Other versions
CN108660874A (en
Inventor
徐浩
徐银光
蔡文锋
林红松
李艳
胡连军
李忠继
杨吉忠
代丰
冯读贝
程浩
刘曰锋
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.)
China Railway Eryuan Engineering Group Co Ltd CREEC
CRRC Tangshan Co Ltd
Original Assignee
China Railway Eryuan Engineering Group Co Ltd CREEC
CRRC Tangshan Co Ltd
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 China Railway Eryuan Engineering Group Co Ltd CREEC, CRRC Tangshan Co Ltd filed Critical China Railway Eryuan Engineering Group Co Ltd CREEC
Priority to CN201810649690.1A priority Critical patent/CN108660874B/en
Publication of CN108660874A publication Critical patent/CN108660874A/en
Application granted granted Critical
Publication of CN108660874B publication Critical patent/CN108660874B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00Tracks for special kinds of railways
    • E01B25/30Tracks for magnetic suspension or levitation vehicles

Landscapes

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

Abstract

A continuous magnetic-conductive magnetic levitation track joint structure is used for effectively reducing vibration when a train passes through a connecting joint, automatically adapting to the longitudinal telescopic deformation of a track panel and improving the running stability and comfort of the train. The joint is arranged between adjacent end surfaces of the main F-shaped rail and the auxiliary F-shaped rail. The connector comprises a connecting bracket with a groove-shaped cavity and a magnetic conductive elastomer filled in the groove-shaped cavity and strongly bonded with the connecting bracket. The upper surface of the magnetic conductive elastomer is flush with the upper surfaces of the main F rail and the auxiliary F rail. The connecting support is fixedly connected with the main F rail and the auxiliary F rail.

Description

Magnetic levitation track joint with continuous magnetic conduction
Technical Field
The invention relates to a medium-low speed magnetic levitation track traffic system, in particular to a continuous magnetic levitation track joint.
Background
The magnetic levitation transportation is a brand-new transportation mode different from subway, light rail transportation and monorail transportation, has a series of characteristics of low noise, small vibration, no pollution, strong line adaptability, easy planning and construction and the like, is a novel urban rail transportation system which is safe, reliable and environment-friendly, is particularly suitable for public transportation in old urban areas, commercial core areas, downtown areas, short-distance cities, tourist attractions and the like, and is becoming one of ideal choices of the urban rail transportation system increasingly.
At present, the magnetic levitation track structure mainly adopts a steel sleeper type, the track mainly comprises a sensing plate, an F-shaped steel rail (also called as an F-shaped rail), a connecting piece, a fastening piece, a steel sleeper, a fastening piece system, a track bearing platform and the like from top to bottom, the track panel is integrally paved by taking the track panel as a unit, and the track panel is connected through an F-shaped rail connecting joint. In order to adapt to the expansion deformation caused by the temperature change of the track panel and the lower foundation, an expansion joint is arranged between the track panels, and a connecting joint is arranged at the expansion joint position of the adjacent track panels. However, in the prior art, a section exists at a joint connection position between a track panel and the track panel, the width variation range of the section is about 10-40 mm, in the high-speed running process of the magnetic levitation train, the phenomenon that a levitation magnet is emptied easily occurs due to the fact that an F track cannot continuously conduct magnetism at the section, the running train can fluctuate by a small extent, the stable running of the train is influenced, the comfort is reduced, unsafe factors are formed, and the energy consumption is increased.
Therefore, it is necessary to study a continuous magnetic conductive connecting joint, so as to reduce fluctuation when a train passes through the connecting joint and improve running stability and comfort of the train.
Disclosure of Invention
The technical problem solved by the invention is a continuous magnetic conductive magnetic levitation track joint structure, so that vibration of a train passing through a connecting joint is effectively reduced, the continuous magnetic conductive magnetic levitation track joint structure can automatically adapt to the telescopic deformation of a track panel in the longitudinal direction, and the running stability and the running comfort of the train are improved.
The technical scheme adopted for solving the technical problems is as follows:
the invention relates to a continuous magnetic conduction magnetic levitation track joint, which is arranged between adjacent end surfaces of a main F track and an auxiliary F track, and is characterized in that: the connector comprises a connecting bracket with a groove-shaped cavity and a magnetic conductive elastomer filled in the groove-shaped cavity and strongly bonded with the connecting bracket; the upper surface of the magnetic conductive elastomer is flush with the upper surfaces of the main F rail and the auxiliary F rail; the connecting bracket is fixedly connected with the main F rail and the auxiliary F rail; the connecting bracket consists of a vertical front side end plate, a vertical rear side end plate and a bottom plate which connects the front side end plate and the rear side end plate into a whole, and the bottom plate is positioned on the sinking side of the surfaces of the main F rail and the auxiliary F rail; the upper end profiles of the front side end plate and the rear side end plate are matched with the upper surface profiles of the main F rail and the auxiliary F rail; the cross section of the bottom plate is in a concave arc shape.
The invention has the beneficial effects that the joint is provided with the magnetic conductive elastomer, the magnetic conductive elastomer adapts to the deformation of the joint, so that the F rail is not broken in the longitudinal direction, the F rail can be ensured to continuously conduct magnetic force in the longitudinal direction, the flexible deformation of the rail panel in the longitudinal direction can be automatically adapted, the vibration of a train passing through the joint can be reduced, and the running stability and the running comfort of the train are improved; simple structure, easy to assemble and process, easy to maintain, can improve the efficiency of laying the track, reduce investment and operation maintenance cost.
Drawings
The specification includes the following three drawings
FIG. 1 is an exploded perspective view of a continuous magnetically permeable magnetically levitated track joint according to the invention;
FIG. 2 is a schematic diagram of the end face structures of a primary F-rail and a secondary F-rail in a continuous magnetically permeable magnetic levitation track joint according to the present invention;
FIG. 3 is a perspective view of a connecting bracket in a continuous magnetically permeable magnetic levitation track joint according to the present invention;
the component names and corresponding labels are shown: the magnetic conductive rail comprises a main F rail 11, a secondary F rail 12, screw holes 13, a connecting bracket 21, a magnetic conductive elastomer 22, a groove-shaped cavity 23, a front end plate 24, a rear end plate 25, a bottom plate 26, a through hole 27 and a transverse baffle 28.
Detailed Description
The invention will be further described with reference to the accompanying drawings and examples
Referring to fig. 1, a continuous magnetically conductive magnetic levitation track joint according to the present invention is disposed between adjacent end surfaces of a main F-track 11 and a sub F-track 12, and the joint includes a connection bracket 21 having a groove-shaped cavity 23, and a magnetically conductive elastic body 22 filled in the groove-shaped cavity 23 and fixedly connected to the connection bracket 21. The upper surface of the magnetic conductive elastic body 22 is flush with the upper surfaces of the main F rail 11 and the auxiliary F rail 12. The connecting bracket 21 is fixedly connected with the main F rail 11 and the auxiliary F rail 12. The joint is provided with the magnetic conductive elastic body 22, the magnetic conductive elastic body 22 adapts to the deformation of the joint, so that the F rail is free from fracture in the longitudinal direction, the F rail can be ensured to continuously conduct magnetic force in the longitudinal direction, the flexible deformation of the rail panel in the longitudinal direction can be automatically adapted, the vibration of a train when the train passes through the joint can be reduced, and the running stability and the running comfort of the train are improved.
Referring to fig. 3, the connecting bracket 21 is composed of an upright front end plate 24, a rear end plate 25, and a bottom plate 26 integrally connecting the two. To better accommodate the telescoping deformation of the track panel in the longitudinal direction, the bottom plate 26 is positioned on the submerged side of the surfaces of the primary F-rail 11 and the secondary F-rail 12 to reduce the longitudinal rigidity of the connecting bracket 21. The upper end contours of the front end plate 24 and the rear end plate 25 are matched with the upper surface contours of the main F rail 11 and the auxiliary F rail 12. The cross section of the bottom plate 26 is in a concave arc shape, the reasonable radius of the concave bottom plate 26 can be obtained through calculation, when the track is longitudinally deformed, the magnetic conductive elastic body 22 and the connecting support 21 are deformed together, and the magnetic conductive elastic body 22 is flush with the surfaces of the main F rail 11 and the auxiliary F rail 12.
Referring to fig. 3, the front end plate 24 and the rear end plate 25 have lateral stoppers 28 perpendicular to the plate surfaces thereof at the lateral ends thereof, which laterally restrains the magnetically conductive elastic body 22 and restrains the magnetically conductive elastic body 22 in the groove-shaped cavity 23. The connection bracket 21 may be integrally formed by press molding, or may be manufactured by separately manufacturing the front end plate 24, the rear end plate 25, and the bottom plate 26, and then welding the front end plate 24 and the rear end plate 25 to the bottom plate 26.
Referring to fig. 1 and 3, through holes 27 are formed in the plate surfaces of the front end plate 24 and the rear end plate 25 at intervals transversely, corresponding screw holes 13 are formed in the end surfaces of the main F rail 11 and the auxiliary F rail 12, and bolts screwed into the screw holes 13 through the through holes 27 fix the connecting bracket 21 between the adjacent end surfaces of the main F rail 11 and the auxiliary F rail 12.
The magnetic conductive elastic body 22 is strongly bonded with the inner plate surfaces of the front side end plate 24 and the rear side end plate 25 and the upper plate surface of the bottom plate 26. The magnetic conductive elastomer 22 can be made of magneto-elastic rubber, graphene aerogel and other materials, and the magnetic permeability of the magnetic conductive elastomer is equal to that of the main F rail 11 and the auxiliary F rail 12.
The foregoing is illustrative of the principles of the present invention, and is not intended to limit the invention to the specific constructions and instrumentalities shown and described, but rather to cover all modifications and equivalents which may be resorted to, falling within the scope of the invention as defined by the appended claims.

Claims (5)

1. The utility model provides a continuous magnetic conduction's magnetic levitation track joint, this joint sets up between main F rail (11), vice F rail (12) adjacent terminal surface, characterized by: the connector comprises a connecting bracket (21) with a groove-shaped cavity (23) and a magnetic conductive elastomer (22) filled in the groove-shaped cavity (23) and fixedly connected with the connecting bracket (21); the upper surface of the magnetic conductive elastomer (22) is flush with the upper surfaces of the main F rail (11) and the auxiliary F rail (12); the connecting bracket (21) is fixedly connected with the main F rail (11) and the auxiliary F rail (12); the connecting bracket (21) is composed of a vertical front side end plate (24), a vertical rear side end plate (25) and a bottom plate (26) which connects the front side end plate and the rear side end plate into a whole, and the bottom plate (26) is positioned on the surface sinking side of the main F rail (11) and the auxiliary F rail (12); the upper end contours of the front side end plate (24) and the rear side end plate (25) are matched with the upper surface contours of the main F rail (11) and the auxiliary F rail (12); the cross section of the bottom plate (26) is in a concave arc shape.
2. A continuous magnetically permeable magnetically levitated track joint as claimed in claim 1 wherein: the front end plate (24) and the rear end plate (25) are provided with transverse baffle plates (28) perpendicular to the plate surfaces.
3. A continuous magnetically permeable magnetically levitated track joint as claimed in any one of claims 1 or 2 wherein: through holes (27) are transversely formed in the plate surfaces of the front side end plate (24) and the rear side end plate (25) at intervals, screw holes (13) corresponding to the main F rail (11) and the auxiliary F rail (12) are formed in the end surfaces of the main F rail and the auxiliary F rail, and bolts penetrating through the through holes (27) and screwed into the screw holes (13) fix the connecting support (21) between the adjacent end surfaces of the main F rail (11) and the auxiliary F rail (12).
4. A continuous magnetically permeable magnetically levitated track joint as claimed in claim 1 wherein: the magnetic conductive elastomer (22) is strongly bonded with the inner plate surfaces of the front side end plate (24) and the rear side end plate (25) and the upper plate surface of the bottom plate (26).
5. A continuous magnetically permeable magnetically levitated track joint as claimed in claim 1 wherein: the magnetic conductive elastomer (22) is made of magneto-elastic rubber and graphene aerogel materials, and the magnetic conductivity of the magnetic conductive elastomer is equal to that of the main F rail (11) and the auxiliary F rail (12).
CN201810649690.1A 2018-06-22 2018-06-22 Magnetic levitation track joint with continuous magnetic conduction Active CN108660874B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810649690.1A CN108660874B (en) 2018-06-22 2018-06-22 Magnetic levitation track joint with continuous magnetic conduction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810649690.1A CN108660874B (en) 2018-06-22 2018-06-22 Magnetic levitation track joint with continuous magnetic conduction

Publications (2)

Publication Number Publication Date
CN108660874A CN108660874A (en) 2018-10-16
CN108660874B true CN108660874B (en) 2023-07-18

Family

ID=63772964

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810649690.1A Active CN108660874B (en) 2018-06-22 2018-06-22 Magnetic levitation track joint with continuous magnetic conduction

Country Status (1)

Country Link
CN (1) CN108660874B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110158378B (en) * 2019-05-12 2024-03-29 中铁二院工程集团有限责任公司 Medium-low speed magnetic levitation track structure with variable track gauge

Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1247878A (en) * 1968-09-26 1971-09-29 Tracked Hovercraft Ltd Linear induction motor reaction rail
JPH06211349A (en) * 1993-01-14 1994-08-02 Toshiba Corp Magnetic levitating conveyer
JPH11181703A (en) * 1997-12-10 1999-07-06 Otis Elevator Co Track expansion joint device for linear shuttle
JP2003184006A (en) * 2001-12-13 2003-07-03 Topy Ind Ltd Magnetic levitation linear motor train track joint gap adjuster
DE10239661A1 (en) * 2002-08-24 2004-03-18 Walter Bau-Ag Method of building track for maglev system has the track panels secured onto upright supports with integral springs and tensile braces for absorbing all round forces
CN102587229A (en) * 2012-04-10 2012-07-18 莱芜美澳冶金科技有限公司 Joint for track panel and manufacturing and installing method
CN202509346U (en) * 2012-03-31 2012-10-31 姬生永 Track panel connecting structure for medium-low-speed maglev train
CN103938506A (en) * 2014-05-14 2014-07-23 中铁二院工程集团有限责任公司 F track connector structure of medium and low speed magnetic suspension system track
CN104452497A (en) * 2014-12-15 2015-03-25 中铁第四勘察设计院集团有限公司 F-type steel double-slit joint of low- and medium-speed maglev system
KR20160122474A (en) * 2015-04-14 2016-10-24 주식회사 서현기술단 Rail for Magnetic Levitation Train, and Expansion Joint Structure therefor
CN107142795A (en) * 2016-03-01 2017-09-08 北京控股磁悬浮技术发展有限公司 A kind of magnetic suspension train rail and its piecing devices
CN207469003U (en) * 2017-10-24 2018-06-08 中车株洲电力机车有限公司 A kind of F joint for track panel of magnetic-levitation
CN208472483U (en) * 2018-06-22 2019-02-05 中铁二院工程集团有限责任公司 A kind of magnetic levitation track connector of continuous magnetic conduction

Patent Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1247878A (en) * 1968-09-26 1971-09-29 Tracked Hovercraft Ltd Linear induction motor reaction rail
JPH06211349A (en) * 1993-01-14 1994-08-02 Toshiba Corp Magnetic levitating conveyer
JPH11181703A (en) * 1997-12-10 1999-07-06 Otis Elevator Co Track expansion joint device for linear shuttle
JP2003184006A (en) * 2001-12-13 2003-07-03 Topy Ind Ltd Magnetic levitation linear motor train track joint gap adjuster
DE10239661A1 (en) * 2002-08-24 2004-03-18 Walter Bau-Ag Method of building track for maglev system has the track panels secured onto upright supports with integral springs and tensile braces for absorbing all round forces
CN202509346U (en) * 2012-03-31 2012-10-31 姬生永 Track panel connecting structure for medium-low-speed maglev train
CN102587229A (en) * 2012-04-10 2012-07-18 莱芜美澳冶金科技有限公司 Joint for track panel and manufacturing and installing method
CN103938506A (en) * 2014-05-14 2014-07-23 中铁二院工程集团有限责任公司 F track connector structure of medium and low speed magnetic suspension system track
CN104452497A (en) * 2014-12-15 2015-03-25 中铁第四勘察设计院集团有限公司 F-type steel double-slit joint of low- and medium-speed maglev system
KR20160122474A (en) * 2015-04-14 2016-10-24 주식회사 서현기술단 Rail for Magnetic Levitation Train, and Expansion Joint Structure therefor
CN107142795A (en) * 2016-03-01 2017-09-08 北京控股磁悬浮技术发展有限公司 A kind of magnetic suspension train rail and its piecing devices
CN207469003U (en) * 2017-10-24 2018-06-08 中车株洲电力机车有限公司 A kind of F joint for track panel of magnetic-levitation
CN208472483U (en) * 2018-06-22 2019-02-05 中铁二院工程集团有限责任公司 A kind of magnetic levitation track connector of continuous magnetic conduction

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
中低速磁浮轨道F型钢轨新型接头的设计;李艳;蔡文锋;颜华;;城市轨道交通研究(12);全文 *
中低速磁浮轨道伸缩接头的布置及结构设计;全顺喜;;铁道工程学报(08);全文 *

Also Published As

Publication number Publication date
CN108660874A (en) 2018-10-16

Similar Documents

Publication Publication Date Title
CN108951316B (en) Track telescopic adjusting structure of vibration reduction type magnetic levitation system
CN208472484U (en) A kind of damping type magnetic floating system rail telescopic adjustment structure
CN108660874B (en) Magnetic levitation track joint with continuous magnetic conduction
CN112796174A (en) Train track vibration-damping rubber pad with predictable rigidity
CN208415088U (en) A kind of telescopic device for straddle-type monorail transportation system
CN202181504U (en) Box beam
CN208472483U (en) A kind of magnetic levitation track connector of continuous magnetic conduction
CN108193595A (en) A kind of telescopic device for straddle-type monorail transportation system
CN209722595U (en) A kind of compound sleeper ballastless track structure
CN216156258U (en) Railway track supporting structure
CN114086435B (en) Full-assembled prefabricated plate type track structure
KR101192660B1 (en) Monorail guide rail having a connecting device
CN205369074U (en) H shaped steel stand of strenghthened type
CN214459238U (en) Train track vibration-damping rubber pad with predictable rigidity
CN209323269U (en) A kind of ballastless track long sleeper suitable for tramcar groove profile rail
CN103290746A (en) Permanent-magnet-driven maglev track
CN208472481U (en) A kind of asymmetric rail fastener system
CN202945544U (en) Novel ballastless track
CN207760670U (en) A kind of railway fastener cover
CN2758311Y (en) Overhead I type beam rail system of train
CN217499900U (en) Medium-low speed magnetic levitation track beam structure based on cloud track
CN213867124U (en) Tooth rail railway crossing structure
CN202247670U (en) Anti-shock stopping block for high level bridge
CN108149528A (en) A kind of railway fastener cover
CN215561573U (en) Air rail beam

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant