CN104452497A - F-type steel double-slit joint of low- and medium-speed maglev system - Google Patents
F-type steel double-slit joint of low- and medium-speed maglev system Download PDFInfo
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- CN104452497A CN104452497A CN201410777475.1A CN201410777475A CN104452497A CN 104452497 A CN104452497 A CN 104452497A CN 201410777475 A CN201410777475 A CN 201410777475A CN 104452497 A CN104452497 A CN 104452497A
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- 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
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Abstract
The invention discloses an F-type steel double-slit joint of a low- and medium-speed maglev system. The F-type steel double-slit joint comprises two main F-type steel sections, an auxiliary F-type steel section and two press plates and more, wherein each main F-type steel section is provided with a first inner leg and a first outer leg, and the auxiliary F-type steel section is provided with a second inner leg and a second outer leg. The F-type steel double-slit joint of the low- and medium-speed maglev system is simple in structure, convenient to mount and easy to maintain.
Description
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 primarily of the section of track of piecemeal, fastener system and track composition.The section of track can at the scene or factory-assembled, be connected with the track of cast in situs by fastener system, simultaneously, for the distortion that adaptation infrastructure and the section of track cause under variations in temperature, need between the section of track to arrange shrinkage joint, the size at shrinkage joint, should meet when historical high temperature non-vanishing stressed to guarantee not hold out against between the section of track, be no more than structural joint gap to guarantee that train smooth runs when historical low temperature.
Between the section of track, F shaped steel double slit jointing is the linkage being arranged on expansion joint position between the adjacent section of track, and the stroke between the section of track is assigned to two shrinkage joint by this structure, is therefore applicable to being arranged between the larger section of track of relative telescopic amount.At present, existing drop in the F shaped steel double slit jointing of actual use at home and abroad, the interior leg of its main F shaped steel and outer leg 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; Main F shape steel web position is processed with the boss of band screw, is limited the lateral attitude of secondary F shaped steel by the matching relationship of the secondary F steel section size with band 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. because the boss of main F shape steel web position is arranged, make secondary F shape steel web length too short, when causing magnetic-levitation train by double slit jointing, suspension checkout gear is easily made mistakes, and the collision of induction coil and tablet can occur under extreme case, the safety of impact driving; 2. realize because major and minor F shaped steel lengthwise position only relies on the longitudinal spacing being arranged on outer leg side to buckle, when causing low temperature limit buckle to hold out against, secondary F shaped steel will be subject to larger moment of torsion, affect the horizontal ride comfort of track; 3. magnetic-levitation train is when utilizing emergent support wheel to run, and because major and minor F shaped steel be " one " font seam at flap position, support wheel of meeting an urgent need is severely affected by during this seam, affects the ride comfort of track and the life-span of emergent support wheel.
Summary of the invention
Therefore, in order to overcome the deficiency that prior art exists, the invention provides a kind of medium-and low-speed maglev system F shaped steel double slit jointing that can keep orbital forcing.
For solving the problems of the technologies described above, medium-and low-speed maglev system F shaped steel double slit jointing of the present invention comprises the main F shaped steel 1 that two sections are provided with leg 1-1 and the first outer leg 1-3 in first, one section of secondary F shaped steel 2 and two block pressur plate 4 being provided with leg 2-1 and the second outer leg 2-3 in second, in described first leg 1-1 with the first outer leg 1-3 is respectively equipped with first of protrusion and is connected cushion block 1-2 and is connected cushion block 1-4 with second, described second end connecting cushion block 1-4 is provided with the main limit buckle 1-5 of vertical projections, in described second, leg 2-1 is provided with the first connecting platform 2-2 being connected cushion block 1-2 with first and matching, described second outer leg 2-3 is provided with the second connecting platform 2-4 being connected cushion block 1-3 with second and matching, the end of described second connecting platform 2-4 is provided with the secondary limit buckle 2-5 of vertical projections, secondary F shaped steel 2 two ends in described second between leg 2-1 and the second outer leg 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 shrinkage joint, and have the following advantages compared with existing structure:
1, the web position of secondary F shaped steel two link of the present invention between interior leg and outer leg arranges the boss sunk relative to end face, when not increasing sleeper pitch, significantly increase the web length of secondary F shaped steel, ensure that train is by safety and reliability during double slit jointing.
2, major and minor F shaped steel longitudinal spacing is by being arranged on the outer limit buckle of leg side of F shaped steel and the junction plate of wing plate side realizes, 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, and effectively alleviates emergent support wheel by impact suffered during double joint, is conducive to the maintenance of orbital forcing and extends the application life of emergent support wheel.
4, by pressing plate, junction 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 stronger.
5, structure of the present invention is simple, easy for installation, for ease of maintenaince.
After reading the detailed description of embodiment of the present invention by reference to the accompanying drawings, the other features and advantages of the invention will become clearly.
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 schematic top plan view of the present invention;
Fig. 2 is A-A section part generalized section of the present invention;
Fig. 3 is B-B section part generalized section of the present invention;
Fig. 4 is the generalized section of F shaped steel wing plate side of the present invention;
Fig. 5 is the generalized section of the outer leg 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.
Embodiment: a kind of medium-and low-speed maglev system F shaped steel double slit jointing, comprise the main F shaped steel 1 that two sections are provided with leg 1-1 and the first outer leg 1-3 in first, one section of secondary F shaped steel 2 and two block pressur plate 4 being provided with leg 2-1 and the second outer leg 2-3 in second, in described first leg 1-1 with the first outer leg 1-3 is respectively equipped with first of protrusion and is connected cushion block 1-2 and is connected cushion block 1-4 with second, described second end connecting cushion block 1-4 is provided with the main limit buckle 1-5 of vertical projections, in described second, leg 2-1 is provided with the first connecting platform 2-2 being connected cushion block 1-2 with first and matching, described second outer leg 2-3 is provided with the second connecting platform 2-4 being connected cushion block 1-3 with second and matching, the end of described second connecting platform 2-4 is provided with the secondary limit buckle 2-5 of vertical projections, secondary F shaped steel 2 two ends in described second between leg 2-1 and the second outer leg 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, second by first to connect cushion block 1-4, boss 2-6 and pressing plate 4 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 distance at emergent support 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, is connected with secondary F shaped steel 2 " ladder " type at wing plate place to realize 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 ensure that emergent support wheel is when by shrinkage joint, support wheel contact surface has half support width, thus decreases the impact suffered by emergent support wheel.
With reference to Fig. 2 and Fig. 4, junction plate 3 is provided with bottom the wing plate of main F shaped steel 1, secondary F shaped steel 2, junction plate 3 is set to " recessed " font structure, and having two circular bolt holes 3-1 with main F shaped steel 1 link along horizontal path direction, having a slotted hole 3-2 with secondary F shaped steel link along line direction, by connecting bolt 5, main F shaped steel 1 is connected at wing plate end with secondary F shaped steel 2.Junction plate 3 and main limit buckle 1-5 realize the longitudinal spacing of main F shaped steel 1 and secondary F shaped steel 2 together with secondary limit buckle 2-5, and when can make low temperature, secondary F shaped steel longitudinal stress is more reasonable, and track horizontal ride comfort in joint keeps.
Above-described embodiment is the present invention's preferably embodiment; but embodiments of the present invention are not restricted to the described embodiments; change, the modification done under other any does not deviate from Spirit Essence of the present invention and principle, substitute, combine, simplify; all should be the substitute mode of equivalence, be included within protection scope of the present invention.
Claims (3)
1. a medium-and low-speed maglev system F shaped steel double slit jointing, comprise the main F shaped steel (1) that two sections are provided with leg in first (1-1) and the first outer leg (1-3), one section of secondary F shaped steel (2) and two block pressur plate (4) being provided with leg in second (2-1) and the second outer leg (2-3), it is characterized in that: in described first leg (1-1) with the first outer leg (1-3) is respectively equipped with first of protrusion and is connected cushion block (1-2) and is connected cushion block (1-4) with second, described second end connecting cushion block (1-4) is provided with the main limit buckle (1-5) of vertical projections, in described second, leg (2-1) is provided with the first connecting platform (2-2) being connected cushion block (1-2) with first and matching, described second outer leg (2-3) is provided with the second connecting platform (2-4) being connected cushion block (1-3) with second and matching, the end of described second connecting platform (2-4) is provided with the secondary limit buckle (2-5) of vertical projections, secondary F shaped steel (2) two ends in described second between leg (2-1) and the second outer leg (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).
2. medium-and low-speed maglev system F shaped steel double slit jointing according to claim 1, characterized by further comprising two pieces of junction plates (3), the shape of described junction plate (3) is " recessed " font, described junction plate (3) two ends are respectively equipped with circular bolt holes (3-1) and slotted hole (3-2), the wing plate of described main F shaped steel (1) is connected by junction plate (3) with the wing plate of secondary F shaped steel (2), and is fixed by connecting bolt (5).
3. medium-and low-speed maglev system F shaped steel double slit jointing according to claim 1 and 2, it is characterized in that described main F shaped steel (1) has projection (1-7) in wing plate arranged outside, described secondary F shaped steel (2) is provided with the breach (2-7) matched with projection (1-7).
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| Application Number | Priority Date | Filing Date | Title |
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| CN201410777475.1A CN104452497B (en) | 2014-12-15 | 2014-12-15 | Medium-and low-speed maglev system F shaped steel double slit jointing |
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| CN201410777475.1A CN104452497B (en) | 2014-12-15 | 2014-12-15 | Medium-and low-speed maglev system F shaped steel double slit jointing |
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| CN104452497A true CN104452497A (en) | 2015-03-25 |
| CN104452497B CN104452497B (en) | 2016-07-06 |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN108547187A (en) * | 2018-06-15 | 2018-09-18 | 湖南磁浮技术研究中心有限公司 | Magnetic suspension train rail, the section of track and the F rail piecing devices that can uniformly adjust rail gap |
| CN108660874A (en) * | 2018-06-22 | 2018-10-16 | 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 |
| CN108978363A (en) * | 2018-07-06 | 2018-12-11 | 中铁二院工程集团有限责任公司 | A kind of free-standing 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 |
| CN110158378A (en) * | 2019-05-12 | 2019-08-23 | 中铁二院工程集团有限责任公司 | Medium-and low-speed maglev variable rail gauge track structure |
Citations (8)
| 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 low and medium-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 |
-
2014
- 2014-12-15 CN CN201410777475.1A patent/CN104452497B/en active Active
Patent Citations (8)
| 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 low and medium-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 |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| 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 |
| CN108547187A (en) * | 2018-06-15 | 2018-09-18 | 湖南磁浮技术研究中心有限公司 | Magnetic suspension train rail, the section of track and the F rail piecing devices that can uniformly adjust rail gap |
| 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 |
| CN108660874A (en) * | 2018-06-22 | 2018-10-16 | 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 |
| 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 |
| CN108978363A (en) * | 2018-07-06 | 2018-12-11 | 中铁二院工程集团有限责任公司 | A kind of free-standing rail joint |
| 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 |
| CN110158378A (en) * | 2019-05-12 | 2019-08-23 | 中铁二院工程集团有限责任公司 | Medium-and low-speed maglev variable rail gauge track 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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