CN203923903U - Low speed magnetic floating traffic system rail telescopic adjustment structure in spring pressing type - Google Patents
Low speed magnetic floating traffic system rail telescopic adjustment structure in spring pressing type Download PDFInfo
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- CN203923903U CN203923903U CN201420246903.3U CN201420246903U CN203923903U CN 203923903 U CN203923903 U CN 203923903U CN 201420246903 U CN201420246903 U CN 201420246903U CN 203923903 U CN203923903 U CN 203923903U
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- 238000007667 floating Methods 0.000 title claims abstract description 33
- 241001669679 Eleotris Species 0.000 claims abstract description 33
- 239000004575 stone Substances 0.000 claims abstract description 10
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 8
- 238000000926 separation method Methods 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 238000013461 design Methods 0.000 description 15
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 239000000725 suspension Substances 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000005339 levitation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000003472 neutralizing effect Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 230000001568 sexual effect Effects 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
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Abstract
Low speed magnetic floating traffic system rail telescopic adjustment structure in spring pressing type, can effectively alleviate the temperature difference dilatation of Longspan Bridge and the driving problem that causes.It comprises: the reinforcing plate type section of track; Track, two row are horizontally arranged at interval in bridge beam body; Backing plate, is arranged between each track end face and longitudinal junction plate bottom surface, and its end face has the fixing projection of the spring being horizontally arranged at interval; The horizontal block of sleeper, cross section is L-type, tips upside down between the fixing projection of spring and longitudinal junction plate; Stone bolt assembly and elastic layering, stone bolt assembly bottom is pre-buried to be fixed in bridge beam body, and its top is pressed on elastic layering on the horizontal block of sleeper and the fixing projection of spring through track, backing plate.
Description
Technical field
The utility model relates to Rail Transit System, particularly low speed magnetic floating traffic system rail telescopic adjustment structure in one.
Background technology
Middle low speed magnetic floating track traffic adopts the attractive suspension of normal conducting magnetic iron and guiding technique, by the electromagnetic attraction between U-shaped electromagnet and F shaped steel rail on vehicle suspension frame, realizes suspension and the guiding of vehicle.The middle low speed magnetic floating track structure of domestic existing application at present, the main steel tie pattern that adopts, track is mainly made up of parts such as tablet, F rail, expansion coupling, connector and securing member, H shaped steel sleeper, fastener system, railway roadbeds from top to bottom, mats formation taking the section of track as whole unit.F rail, steel tie and tablet are assembled into the section of track in factory or Assembling base, and the section of track couples together by F rail joint design at the scene, vertical, horizontal to neutralizing longitudinally enough temperature difference telescopic displacement regulated quantitys to ensure track.The design of F rail joint design need take into full account the convenience of the characteristic of expanding with heat and contract with cold, rail smooth requirement, train stability sexual demand and the operation maintenance of magnetic levitation track, and bonding strength, stability and the reliability of F rail joint design is train safe, key steady and that move fast.
In consideration, Low-speed maglev vehicle suspension control system feature and vehicle driving need, and the design of two sections of F rail rail gap sizes is restricted.In city city-building industry standard CJ/T413-2012 " middle low speed magnetic floating traffic section of track general technical specifications ", I type, II type and three kinds of F rail joints of III type are defined, but the rail gap stroke that it can bear is also limited, rail gap stroke excursion is only 10mm～40mm.Existing joint design is the rail gap stroke that adapts to passively two sections of F rails, can not fundamentally carry out active adjustment to rail gap stroke.Excessive rail gap stroke, can not meet vehicle driving demand, can not in the structure of existing F rail joint, realize.
Domestic and international multiple mechanism has all launched the design and researchp of middle low speed magnetic floating track structure, in the majority with Japan and Chinese research mechanism, but because the bridge span adopting is at present less, and beam type is generally simply supported beam or little span concrete continuous beam, research for the dilatation adjuster of middle low speed magnetic floating traffic route middle orbit does not also obtain enough attention, in domestic and international published technical data up to now, not yet there is the relevant middle lower speed transportation systems rail telescopic adjuster device that is suitable for using on long span bridge of introducing.Along with middle low speed magnetic floating traffic as a kind of new city system of rail traffic in big and medium-sized cities and the popularization gradually of tourist attraction, will be in the face of the situation of varied leap river valley and city major road, therefore, in Longspan Bridge situation, the design and researchp of middle low speed magnetic floating rail telescopic deformation adjustment is just extremely necessary.
At home in the existing track structure that has dropped into actual tests line or operation line, because of bridge span less, the dilatation amount producing because of the temperature difference of bridge and track is also little, substantially can be controlled in 40mm, this,, for vehicle suspension control system and rail joint design, can adapt to this deformation quantity.But, in the time that bridge span increases, variations in temperature will cause the retractable variable of larger bridge, within the scope of design temperature deformation quantity can reach 200mm and more than, continue to use the track restrained mode that the current middle low speed magnetic floating section of track is fixed in bridge beam body, is adopted between the adjacent section of track general F rail joint to connect by fastener if continue, in line design, will strictly limit bridge span, in impact, the system suitability of low speed magnetic floating traffic on long span bridge, is unfavorable for applying of middle low speed magnetic floating technology.
Utility model content
Technical problem to be solved in the utility model is to provide low speed magnetic floating traffic system rail telescopic adjustment structure in a kind of spring pressing type, the driving problem causing effectively to alleviate the temperature difference dilatation of Longspan Bridge.
It is as follows that the utility model solves the technical scheme that its technical problem adopts:
Low speed magnetic floating traffic system rail telescopic adjustment structure in spring pressing type of the present utility model, it is characterized in that it comprises: the reinforcing plate type section of track, the sleeper unit that its main body is arranged by longitudinal separation and two the longitudinal junction plates that are horizontally arranged at interval that are fixed and connect as one, between each sleeper unit and longitudinal junction plate, welding arranges gusset; Track, two row are horizontally arranged at interval in bridge beam body; Backing plate, is arranged between each track end face and longitudinal junction plate bottom surface, and its end face has the fixing projection of the spring being horizontally arranged at interval; The horizontal block of sleeper, cross section is L-type, tips upside down between the fixing projection of spring and longitudinal junction plate; Stone bolt assembly and elastic layering, stone bolt assembly bottom is pre-buried to be fixed in bridge beam body, and its top is pressed on elastic layering on the horizontal block of sleeper and the fixing projection of spring through track, backing plate.
The beneficial effects of the utility model are, can greatly reduce the circuit bearing of trend interaction force of bridge and track, improve the stress of track and bridge, effectively discharge the large dilatation that Longspan Bridge produces because of variations in temperature simultaneously, adapt to 40mm and above bridge large deformation; Can keep rail gap to change unlikely excessive, the adjacent section of track of stable connection, maintains circuit smooth-going, thereby the system suitability of low speed magnetic floating traffic in improving is guaranteed safety, the even running of vehicle; Simple in structure, be convenient to install and processing, and be easy to safeguard, can greatly improve track laying efficiency, reduce investment and operation maintenance cost.
Brief description of the drawings
This manual comprises following eight width accompanying drawings:
Fig. 1 is the stereogram of low speed magnetic floating traffic system rail telescopic adjustment structure embodiment 1 in the utility model spring pressing type;
Fig. 2 is the stereogram of backing plate in low speed magnetic floating traffic system rail telescopic adjustment structure embodiment 1 in the utility model spring pressing type;
Fig. 3 is the left view of low speed magnetic floating traffic system rail telescopic adjustment structure embodiment 1 in the utility model spring pressing type;
The top view of low speed magnetic floating traffic system rail telescopic adjustment structure embodiment 1 in Fig. 4 the utility model spring pressing type;
Fig. 5 is the stereogram of the reinforcing plate type section of track in low speed magnetic floating traffic system rail telescopic adjustment structure in the utility model spring pressing type;
Fig. 6 is the stereogram of low speed magnetic floating traffic system rail telescopic adjustment structure embodiment 2 in the utility model spring pressing type;
Fig. 7 is the left view of low speed magnetic floating traffic system rail telescopic adjustment structure embodiment 2 in the utility model spring pressing type;
Fig. 8 is a stereogram of withholding unit in low speed magnetic floating traffic system rail telescopic adjustment structure embodiment 2 in the utility model spring pressing type.
The title of member shown in figure and corresponding mark: sleeper unit 11, installing hole 11a, longitudinal junction plate 12, gusset 13, stone bolt assembly 20, track 21, backing plate 22, the fixing projection 22b of spring, elastic layering 23, the horizontal block 24 of sleeper.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is further illustrated.
With reference to Fig. 5, Fig. 1, Fig. 2 and 6, in spring pressing type of the present utility model, low speed magnetic floating traffic system rail telescopic adjustment structure comprises: the reinforcing plate type section of track, the sleeper unit 11 that its main body is arranged by longitudinal separation and two the longitudinal junction plates 12 that are horizontally arranged at interval that are fixed and connect as one, between each sleeper unit 11 and longitudinal junction plate 12, welding arranges gusset 13; Track 21, two row are horizontally arranged at interval in bridge beam body; Backing plate 22, is arranged between each track 21 end faces and longitudinal junction plate 12 bottom surfaces, and its end face has the fixing projection 22b of the spring being horizontally arranged at interval; The horizontal block 24 of sleeper, cross section is L-type, tips upside down between the fixing projection 22b of spring and longitudinal junction plate 12; Stone bolt assembly 20 and elastic layering 23, stone bolt assembly 20 bottoms are pre-buried to be fixed in bridge beam body, and its top is pressed on elastic layering 23 on the horizontal block 24 of sleeper and the fixing projection 22b of spring through track 21, backing plate 22.
Because the retractable variable of bridge is determined by bridge material self-characteristic, can not control deformation quantity from structure design, for this reason, for reducing the impact of bridge stroke on driving, can only consider longitudinally discharging the flexible of bridge, making it can have relative motion between track structure, thereby need to fundamentally change the way of restraint of existing track structure, by the horizontal fixed constraint of the upper existing bolt in single sleeper i shaped steel bottom, change the constraint on reinforcing plate type section of track structure longitudinal beam into.
With reference to Fig. 5, the cross section of described sleeper unit 11 is I shape, and gusset 13 is symmetricly set in its both sides.Longitudinal two ends of sleeper unit 11 offer installing hole 11a, and F rail, by being detachably mounted on sleeper unit 11 through installing hole 11a bolt assembly, without relative motion, forms rail module between the guarantee section of track and F rail.
Reference is by the embodiment 1 shown in Fig. 1 to Fig. 4, and the plane projection of described track 21, backing plate 22 is rectangle, below the gusset 13 of each sleeper unit 11, respectively arranges one group.On backing plate 22, the quantity of the fixing projection 22b of spring is two, and the fixing projection 22b of these two springs lays respectively at inner side, the outside of longitudinal junction plate 12, to coordinate the fixing of spring.The horizontal block 24 of sleeper is placed between the fixing projection of spring and sleeper, to adjust reinforcing plate type section of track lateral attitude, and limits the lateral displacement of the reinforcing plate type section of track.11 belows, two ends, each sleeper unit all form at 4 and withhold.
Reference is by the embodiment 2 shown in Fig. 6 to Fig. 8, and the plane projection of described track 21, backing plate 22 is T shape, below each sleeper unit 11, respectively arranges one group.On backing plate 22, the quantity of the fixing projection 22b of spring is three, and wherein two fixing projection 22b of spring are positioned at the inner side of longitudinal junction plate 12, and another is positioned at the outside of longitudinal junction plate 12.11 belows, two ends, each sleeper unit all form at 3 and withhold.
In spring pressing type of the present utility model, low speed magnetic floating traffic system rail telescopic adjustment structure is utilized stone bolt assembly and elastic layering 23, track 21, backing plate 22 have been formed to a movable body with bridge, be converted to the frictional force of section of track bottom and carrier module Contact face by the buckle press of elastic layering, realize longitudinal relative motion of carrier module and the section of track, to discharge the flexible large deformation of Longspan Bridge.The type selecting of elastic layering 23 materials should be fully in conjunction with maglev vehicle by time traction, braking characteristic and the section of track and backing plate 22 between frictional behavior, elastic layering 23 buckle presses and longitudinal resistance characteristic determine.In embodiment 1, track 21 is arranged perpendicular to section of track tie-beam direction, in conjunction with section of track structural strength and flexural deformation characteristic, can design rational track 21 placement positions, the structural strength and the flexural deformation problem that cause in vacant state to eliminate single sleeper i shaped steel bottom.In embodiment 2, the T-shaped design of track 21 and backing plate 22, can fully ensure rail telescopic adjuster intensity and bending resistance deformability, simultaneously by suitable elastic-strip pressure and longitudinal resistance design, can effectively eliminate maglev vehicle by the section of track motion causing.
Some principles of spring pressing type low speed magnetic floating traffic system rail telescopic adjustment structure in the above the utility model that just explains through diagrams, be not the utility model to be confined to shown in and in described concrete structure and the scope of application, therefore the corresponding modify being likely utilized every and equivalent, all belong to the scope of the claims that the utility model is applied for.
Claims (5)
1. low speed magnetic floating traffic system rail telescopic adjustment structure in spring pressing type, it is characterized in that it comprises: the reinforcing plate type section of track, the sleeper unit (11) that its main body is arranged by longitudinal separation and two the longitudinal junction plates (12) that are horizontally arranged at interval that connect as one that are fixed, between each sleeper unit (11) and longitudinal junction plate (12), welding arranges gusset (13); Track (21), two row are horizontally arranged at interval in bridge beam body; Backing plate (22), is arranged between each track (21) end face and longitudinal junction plate (12) bottom surface, and its end face has the fixing projection (22b) of the spring being horizontally arranged at interval; The horizontal block of sleeper (24), cross section is L-type, tips upside down between the fixing projection (22b) of spring and longitudinal junction plate (12); Stone bolt assembly (20) and elastic layering (23), pre-buried being fixed in bridge beam body in stone bolt assembly (20) bottom, its top is pressed on elastic layering (23) on the horizontal block of sleeper (24) and the fixing projection (22b) of spring through track (21), backing plate (22).
2. low speed magnetic floating traffic system rail telescopic adjustment structure in spring pressing type as claimed in claim 1, it is characterized in that: longitudinal two ends of described sleeper unit (11) offer installing hole (11a), F rail is by being detachably mounted on sleeper unit (11) through the bolt assembly of installing hole (11a).
3. low speed magnetic floating traffic system rail telescopic adjustment structure in spring pressing type as claimed in claim 2, is characterized in that: the cross section of described sleeper unit (11) is I shape, and gusset (13) is symmetricly set in its both sides.
4. low speed magnetic floating traffic system rail telescopic adjustment structure in spring pressing type as claimed in claim 3, it is characterized in that: the plane projection of described track (21), backing plate (22) is rectangle, respectively arrange one group in gusset (13) below of each sleeper unit (11); The quantity of the fixing projection (22b) of the upper spring of backing plate (22) is two, and these two change the fixing projection (22b) of spring into and lay respectively at inner side, the outside of longitudinal junction plate (12).
5. low speed magnetic floating traffic system rail telescopic adjustment structure in spring pressing type as claimed in claim 3, it is characterized in that: the plane projection of described track (21), backing plate (22) is T shape, respectively arrange one group in below, each sleeper unit (11); The quantity of the fixing projection (22b) of the upper spring of backing plate (22) is three, wherein two change the fixing projection (22b) of spring into and are positioned at the inner side of longitudinal junction plate (12), and another is positioned at the outside of longitudinal junction plate (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420246903.3U CN203923903U (en) | 2014-05-14 | 2014-05-14 | Low speed magnetic floating traffic system rail telescopic adjustment structure in spring pressing type |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420246903.3U CN203923903U (en) | 2014-05-14 | 2014-05-14 | Low speed magnetic floating traffic system rail telescopic adjustment structure in spring pressing type |
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| CN203923903U true CN203923903U (en) | 2014-11-05 |
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| CN201420246903.3U Withdrawn - After Issue CN203923903U (en) | 2014-05-14 | 2014-05-14 | Low speed magnetic floating traffic system rail telescopic adjustment structure in spring pressing type |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103966951A (en) * | 2014-05-14 | 2014-08-06 | 中铁二院工程集团有限责任公司 | Elastic strip pressing type low and medium speed magnetic levitation traffic system track stretching adjusting structure |
| CN109024108A (en) * | 2018-09-28 | 2018-12-18 | 中铁磁浮交通投资建设有限公司 | The modularization section of track of medium-and low-speed maglev bridge big displacement telescopic device |
| CN109024110A (en) * | 2018-09-28 | 2018-12-18 | 中铁磁浮交通投资建设有限公司 | The X-shaped linkage of medium-and low-speed maglev bridge big displacement telescopic device |
| CN109706802A (en) * | 2019-01-31 | 2019-05-03 | 中铁磁浮交通投资建设有限公司 | A block-type rail-bearing beam for maglev rail transit and its construction method |
| CN110952392A (en) * | 2019-12-01 | 2020-04-03 | 中铁二院工程集团有限责任公司 | Vibration-damping buckle-plate type magnetic suspension fastener system easy to maintain |
-
2014
- 2014-05-14 CN CN201420246903.3U patent/CN203923903U/en not_active Withdrawn - After Issue
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103966951A (en) * | 2014-05-14 | 2014-08-06 | 中铁二院工程集团有限责任公司 | Elastic strip pressing type low and medium speed magnetic levitation traffic system track stretching adjusting structure |
| CN103966951B (en) * | 2014-05-14 | 2015-12-30 | 中铁二院工程集团有限责任公司 | Spring pressing type medium-and low-speed maglev traffic system rail telescopic adjustment structure |
| CN109024108A (en) * | 2018-09-28 | 2018-12-18 | 中铁磁浮交通投资建设有限公司 | The modularization section of track of medium-and low-speed maglev bridge big displacement telescopic device |
| CN109024110A (en) * | 2018-09-28 | 2018-12-18 | 中铁磁浮交通投资建设有限公司 | The X-shaped linkage of medium-and low-speed maglev bridge big displacement telescopic device |
| CN109024108B (en) * | 2018-09-28 | 2024-03-15 | 中铁磁浮交通投资建设有限公司 | Modularized track panel of large-displacement telescopic device of medium-low-speed magnetic levitation bridge |
| CN109024110B (en) * | 2018-09-28 | 2024-03-15 | 中铁磁浮交通投资建设有限公司 | X-shaped connecting rod device of middle-low speed magnetic levitation bridge large-displacement telescopic device |
| CN109706802A (en) * | 2019-01-31 | 2019-05-03 | 中铁磁浮交通投资建设有限公司 | A block-type rail-bearing beam for maglev rail transit and its construction method |
| CN110952392A (en) * | 2019-12-01 | 2020-04-03 | 中铁二院工程集团有限责任公司 | Vibration-damping buckle-plate type magnetic suspension fastener system easy to maintain |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Li Yan Inventor after: Cai Wenfeng Inventor after: Yan Hua Inventor after: Lin Hongsong Inventor after: Zhang Lei Inventor after: Yu Haowei Inventor before: Li Yan Inventor before: Cai Wenfeng Inventor before: Yan Hua |
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| AV01 | Patent right actively abandoned |
Granted publication date: 20141105 Effective date of abandoning: 20151230 |
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| C25 | Abandonment of patent right or utility model to avoid double patenting |