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CN104452497B - Medium-and low-speed maglev system F shaped steel double slit jointing - Google Patents

Medium-and low-speed maglev system F shaped steel double slit jointing Download PDF

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Publication number
CN104452497B
CN104452497B CN201410777475.1A CN201410777475A CN104452497B CN 104452497 B CN104452497 B CN 104452497B CN 201410777475 A CN201410777475 A CN 201410777475A CN 104452497 B CN104452497 B CN 104452497B
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China
Prior art keywords
shaped steel
lower limb
main
wing plate
cushion block
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CN201410777475.1A
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Chinese (zh)
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CN104452497A (en
Inventor
全顺喜
孙立
李伟强
王森荣
娄会彬
杨艳丽
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China Railway Siyuan Survey and Design Group Co Ltd
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China Railway Siyuan Survey and Design Group Co Ltd
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    • 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

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Connection Of Plates (AREA)
  • Escalators And Moving Walkways (AREA)

Abstract

The invention discloses a kind of medium-and low-speed maglev system F shaped steel double slit jointing to include two sections and be provided with in first lower limb and the main F shaped steel of the first outer lower limb, one section of secondary F shaped steel and two block pressur plates etc. being provided with in second lower limb and the second outer lower limb.Present configuration is simple, easy for installation, for ease of maintenaince.

Description

Medium-and low-speed maglev system F shaped steel double slit jointing
Technical field
The present invention relates to medium-and low-speed maglev technical field of rail traffic, be specially a kind of medium-and low-speed maglev system F shaped steel double slit jointing.
Background technology
The track structure of medium-and low-speed maglev system is mainly made up of the section of track of piecemeal, fastener system and track.The section of track can at the scene or factory-assembled, it is connected with the track of cast in situs by fastener system, simultaneously, for the deformation that adaptation infrastructure and the section of track cause under variations in temperature, need between the section of track to arrange expansion joint, the size at expansion joint, should meet and be not zero when historical high temperature to guarantee not hold out against between the section of track stress, when historical low temperature less than structural joint gap to guarantee that train smooth runs.
Between the section of track, F shaped steel double slit jointing is provided between the adjacent section of track connecting device of expansion joint position, and the stroke between the section of track is assigned to two expansion joints by this structure, is therefore adapted for mount between the section of track that relative telescopic amount is bigger.At present, existing at home and abroad put in actually used F shaped steel double slit jointing, the interior lower limb of its main F shaped steel and outer lower limb have been provided with two pieces of cushion blocks protruded, under wing plate, are welded with two pieces of cushion blocks, with vertical support secondary F shaped steel simultaneously;The processing of main F shape steel web position has the boss with screw, by limiting the lateral attitude of secondary F shaped steel with the matching relationship of secondary F steel section size with groove, and utilizes the pressing plate and connecting bolt that are arranged on boss, is fixed by secondary F shaped steel vertical.
Though above-mentioned jointing can meet the connection request of the section of track, but in use, still come with some shortcomings: 1. owing to the boss of main F shape steel web position is arranged, make secondary F shape steel web length too short, cause when magnetic-levitation train passes through double slit jointing, suspension detecting device is easily made mistakes, and the collision of induction coil and tablet, the safety of impact driving can occur under extreme case;2. buckle realize owing to major and minor F shaped steel lengthwise position relies only on the longitudinal spacing being arranged on outer lower limb side, cause that, when low temperature limit buckle holds out against, secondary F shaped steel is subjected to bigger moment of torsion, affect the horizontal ride comfort of track;3. magnetic-levitation train is when utilizing emergent support to take turns operation, owing to major and minor F shaped steel is " one " font seam at flap position, is severely affected when emergent support is taken turns by this seam, affects the ride comfort of track and the emergent life-span supporting and taking turns.
Summary of the invention
Therefore, for the deficiency overcoming prior art to exist, the present invention provides a kind of medium-and low-speed maglev system F shaped steel double slit jointing that can keep orbital forcing.
nullFor solving above-mentioned technical problem,Medium-and low-speed maglev system F shaped steel double slit jointing of the present invention includes two sections of main F shaped steel 1 being provided with in first lower limb 1-1 and the first outer lower limb 1-3、One section of secondary F shaped steel 2 being provided with in second the outer lower limb 2-3 of lower limb 2-1 and the second and two block pressur plates 4,The outer lower limb 1-3 of lower limb 1-1 and the first is respectively equipped with in described first the first of protrusion and connects cushion block 1-2 and the second connection cushion block 1-4,Described second end connecting cushion block 1-4 is provided with the main limit buckle 1-5 of vertical projections,In described second, lower limb 2-1 is provided with and is connected cushion block 1-2 the first connecting platform 2-2 matched with first,Described second outer lower limb 2-3 is provided with and is connected cushion block 1-3 the second connecting platform 2-4 matched with second,The end of described second connecting platform 2-4 is provided with the secondary limit buckle 2-5 of vertical projections,In described second, secondary F shaped steel 2 two ends between lower limb 2-1 and the second outer lower limb 2-3 are provided with boss 2-6,The link of described two sections of main F shaped steel 1 is equipped with the shrinkage pool 1-6 matched with boss 2-6,Described secondary F shaped steel 2 two ends are withheld between two sections of main F shaped steel 1 by two block pressur plates 4.
Present invention achieves the vertical and lateral connection of two sections of main F shaped steel and one section of secondary F shaped steel, longitudinally the relative telescopic of two sections of main F rails can be assigned to two expansion joints, and have the advantage that compared with existing structure
1, secondary F shaped steel two link of present invention web position between interior lower limb and outer lower limb arranges the boss sunk relative to end face, when not increasing sleeper pitch, significantly increase the web length of secondary F shaped steel, it is ensured that safety and reliability when train is by double slit jointing.
2, major and minor F shaped steel longitudinal spacing realizes by being arranged on the outer limit buckle of lower limb side of F shaped steel and the connecting plate of wing plate side, and when making low temperature, secondary F shaped steel longitudinal stress is more reasonable, and joint track transverse direction ride comfort keeps.
3, major and minor F shaped steel link " ladder " type at wing plate place connects, impact suffered when effectively alleviating emergent support wheel by double joint, is conducive to the maintenance of orbital forcing and extends the emergent service life supporting and taking turns.
4, by pressing plate, connecting plate with the vertical changing of the relative positions of limit major and minor F shaped steel, by the horizontal changing of the relative positions with limit major and minor F shaped steel of the breach of secondary F shape steel web position boss and flap position, therefore, it hangs down, cross spacing ability is higher.
5, present configuration is simple, easy for installation, for ease of maintenaince.
After reading in conjunction with the accompanying the detailed description of embodiment of the present invention, the other features and advantages of the invention will become clearer from.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is described in further detail, wherein:
Fig. 1 is the front schematic perspective view of the present invention;
Fig. 2 is the front perspective exploded view of the present invention;
Fig. 3 is the reverse side schematic perspective view of the present invention;
Fig. 4 is the reverse side perspective exploded view of the present invention;
Fig. 5 is the generalized section of the outer lower limb side of F shaped steel of the present invention.
Detailed description of the invention
Below in conjunction with accompanying drawing and the specific embodiment of the present invention, medium-and low-speed maglev system F shaped steel double slit jointing of the present invention is made the following instructions.
nullEmbodiment: a kind of medium-and low-speed maglev system F shaped steel double slit jointing,Including two sections of main F shaped steel 1 being provided with in first lower limb 1-1 and the first outer lower limb 1-3、One section of secondary F shaped steel 2 being provided with in second the outer lower limb 2-3 of lower limb 2-1 and the second and two block pressur plates 4,The outer lower limb 1-3 of lower limb 1-1 and the first is respectively equipped with in described first the first of protrusion and connects cushion block 1-2 and the second connection cushion block 1-4,Described second end connecting cushion block 1-4 is provided with the main limit buckle 1-5 of vertical projections,In described second, lower limb 2-1 is provided with and is connected cushion block 1-2 the first connecting platform 2-2 matched with first,Described second outer lower limb 2-3 is provided with and is connected cushion block 1-3 the second connecting platform 2-4 matched with second,The end of described second connecting platform 2-4 is provided with the secondary limit buckle 2-5 of vertical projections,In described second, secondary F shaped steel 2 two ends between lower limb 2-1 and the second outer lower limb 2-3 are provided with boss 2-6,The link of described two sections of main F shaped steel 1 is equipped with the shrinkage pool 1-6 matched with boss 2-6,Described secondary F shaped steel 2 two ends are withheld between two sections of main F shaped steel 1 by two block pressur plates 4.
With reference to Fig. 1-Fig. 4, pressing plate 4 during installation, is utilized to be withheld on main F shaped steel 1 by secondary F shaped steel 2.Connect cushion block 1-2, the second connection cushion block 1-4, boss 2-6 and pressing plate 4 by first and achieve main F shaped steel 1 and secondary F shaped steel 2 in vertical and horizontal effective connection, and owing to being provided with boss 2-6 in secondary F shaped steel 2 web position, when not increasing sleeper pitch, significantly increase the web length of secondary F shaped steel 2.
With reference to Fig. 2 and Fig. 4, main F shaped steel 1 is at wing plate arranged outside projection 1-7, projection 1-7 width is the emergent distance supporting wheel center to wing plate edge, secondary F shaped steel 2 arranges the breach 2-7 corresponding with projection 1-7 at wing plate edge, connects with secondary F shaped steel 2 " ladder " type at wing plate place realizing main F shaped steel 1.This connection can limit the horizontal changing of the relative positions of main F shaped steel 1 and secondary F shaped steel on the one hand further, improve double joint cross spacing ability, on the other hand, can guarantee that the emergent wheel that supports is when by expansion joint, support wheel tread and have half support width, thus decreasing the emergent impact supported suffered by wheel.
With reference to Fig. 2 and Fig. 4, main F shaped steel 1, secondary F shaped steel 2 wing plate bottom be provided with connecting plate 3, connecting plate 3 is set to U shape structure, and having two circular bolt holes 3-1 along horizontal path direction with main F shaped steel 1 link, having a slotted hole 3-2 with secondary F shaped steel link along line direction, by connecting bolt 5, main F shaped steel 1 and secondary F shaped steel 2 are being attached at wing plate end.Realizing the longitudinal spacing of main F shaped steel 1 and secondary F shaped steel 2 together with connecting plate 3 and main limit buckle 1-5 and secondary limit buckle 2-5, when can make low temperature, secondary F shaped steel longitudinal stress is more rationally, and joint track transverse direction ride comfort keeps.
Above-described embodiment is the present invention preferably embodiment; but embodiments of the present invention are also not restricted to the described embodiments; the change made under other any spirit without departing from the present invention and principle, modification, replacement, combination, simplification; all should be the substitute mode of equivalence, be included within protection scope of the present invention.

Claims (2)

  1. null1. a medium-and low-speed maglev system F shaped steel double slit jointing,Including two sections of main F shaped steel (1) being provided with in first lower limb (1-1) and the first outer lower limb (1-3)、One section of secondary F shaped steel (2) being provided with in second lower limb (2-1) and the second outer lower limb (2-3) and two block pressur plates (4),It is characterized in that: in described first, lower limb (1-1) is provided with the first connection cushion block (1-2) of protrusion,Described first outer lower limb (1-3) is provided with the second connection cushion block (1-4) of protrusion,Described second end connecting cushion block (1-4) is provided with the main limit buckle (1-5) of vertical projections,In described second, lower limb (2-1) is provided with and is connected the first connecting platform (2-2) that cushion block (1-2) matches with first,Described second outer lower limb (2-3) is provided with and is connected the second connecting platform (2-4) that cushion block (1-4) matches with second,The end of described second connecting platform (2-4) is provided with the secondary limit buckle (2-5) of vertical projections,In described second, secondary F shaped steel (2) two ends between lower limb (2-1) and the second outer lower limb (2-3) are provided with boss (2-6),The link of two sections of described main F shaped steel (1) is equipped with the shrinkage pool (1-6) matched with boss (2-6),Described secondary F shaped steel (2) two ends are withheld between two sections of main F shaped steel (1) by two block pressur plates (4),Described main F shaped steel (1) is at wing plate arranged outside projection (1-7),Described projection (1-7) width is the emergent distance supporting wheel center to wing plate edge,Described secondary F shaped steel (2) arranges the breach (2-7) corresponding with projection (1-7) at wing plate edge,Connect realizing main F shaped steel (1) and secondary F shaped steel (2) " ladder " type at wing plate place.
  2. 2. medium-and low-speed maglev system F shaped steel double slit jointing according to claim 1, characterized by further comprising two pieces of connecting plates (3), the view shape of described connecting plate (3) is U shape, described connecting plate (3) one end is provided with circular bolt holes (3-1), described connecting plate (3) other end is provided with slotted hole (3-2), the wing plate of described main F shaped steel (1) and the wing plate of secondary F shaped steel (2) are connected by connecting plate (3), and are fixed by connecting bolt (5).
CN201410777475.1A 2014-12-15 2014-12-15 Medium-and low-speed maglev system F shaped steel double slit jointing Active CN104452497B (en)

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Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107142795B (en) * 2016-03-01 2019-06-18 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
CN108547187B (en) * 2018-06-15 2024-06-11 湖南磁浮技术研究中心有限公司 F-shaped rail joint device capable of uniformly adjusting rail joints for magnetic suspension train rail and rail panel
CN108660874B (en) * 2018-06-22 2023-07-18 中铁二院工程集团有限责任公司 Magnetic levitation track joint with continuous magnetic conduction
CN108978363B (en) * 2018-07-06 2023-09-22 中铁二院工程集团有限责任公司 Unfixed rail joint
CN110055833A (en) * 2019-04-28 2019-07-26 中铁二院工程集团有限责任公司 Medium-and low-speed maglev track structure F rail joint structure
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

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Publication number Priority date Publication date Assignee Title
JP2003184007A (en) * 2001-12-13 2003-07-03 Topy Ind Ltd Magnetic levitation linear motor train track
CN101377070A (en) * 2007-08-28 2009-03-04 上海磁浮交通工程技术研究中心 Low speed magnetic floating system F rail seaming structure and processing method thereof
CN202227205U (en) * 2011-10-13 2012-05-23 莱芜美澳冶金科技有限公司 Rectangular sleeper for track panel of medium-low speed maglev train
CN202509346U (en) * 2012-03-31 2012-10-31 姬生永 Track panel connecting structure for medium-low-speed maglev train
CN102979014A (en) * 2012-12-14 2013-03-20 姬生永 Sensing plate assembling structure of track panel for maglev train
KR101359725B1 (en) * 2012-09-13 2014-02-10 한국기계연구원 Combined rail and girder structure for maglev system
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
CN103966928A (en) * 2014-05-14 2014-08-06 中铁二院工程集团有限责任公司 F rail connector structure of medium-and-low-speed magnetic suspension system rail

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003184007A (en) * 2001-12-13 2003-07-03 Topy Ind Ltd Magnetic levitation linear motor train track
CN101377070A (en) * 2007-08-28 2009-03-04 上海磁浮交通工程技术研究中心 Low speed magnetic floating system F rail seaming structure and processing method thereof
CN202227205U (en) * 2011-10-13 2012-05-23 莱芜美澳冶金科技有限公司 Rectangular sleeper for track panel of medium-low speed maglev train
CN202509346U (en) * 2012-03-31 2012-10-31 姬生永 Track panel connecting structure for medium-low-speed maglev train
KR101359725B1 (en) * 2012-09-13 2014-02-10 한국기계연구원 Combined rail and girder structure for maglev system
CN102979014A (en) * 2012-12-14 2013-03-20 姬生永 Sensing plate assembling structure of track panel for 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
CN103966928A (en) * 2014-05-14 2014-08-06 中铁二院工程集团有限责任公司 F rail connector structure of medium-and-low-speed magnetic suspension system rail

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