CN207987634U - A kind of suspension train - Google Patents
A kind of suspension train Download PDFInfo
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- CN207987634U CN207987634U CN201820044949.5U CN201820044949U CN207987634U CN 207987634 U CN207987634 U CN 207987634U CN 201820044949 U CN201820044949 U CN 201820044949U CN 207987634 U CN207987634 U CN 207987634U
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- rail
- train
- walking
- spandrel girder
- wheel
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Abstract
The utility model is related to a kind of suspension train, including rail and in the train travelled on rail；The bottom of the rail is equipped with spandrel girder made of its height girder steel or concrete vertically, and the train is between the rail, and the both sides of the train are equipped with the wheel for being suspended on the rail and being travelled.The utility model has the beneficial effects that：By rail and wheel design in the both sides of train, it is relatively existing for the common high ferro that flat rail operates above, greatly reduce the center of gravity of train, and wheel design is in train both sides, it can be reasonably resistant to the centrifugal force generated when train turning, ensure that train turning in 700 kilometers of speed per hour or more will not derail, to ensure that train in 700 kilometers of speed per hour or more the safety of ultrahigh speed when driving.
Description
Technical field
The utility model is related to field of traffic, and in particular to a kind of suspension train.
Background technology
Existing high ferro train has reached 350 kilometers of speed per hour, but for daily life or requirements of one's work, people are also uncommon
Train is hoped to run much faster, and with regard to existing train wheel in compartment in the following, the technology of train walking manner on flat rail
For equipment, since the center of gravity in its compartment is too high, if train goes to 500 kilometers of speed per hour or more, in turning, train derails
Danger with overturning can greatly increase.
US enterprise man, investor's Maas gram, the magnetic suspension superexpress train run in vacuum pipe tested, but
And not up to can be practical technical merit.The technology major defect is：1, it is long long pipeline to keep vacuum shape for a long time
State is difficult technically to accomplish；2, it is to locate pipeline of the diameter more than 3 meters under vacuum conditions to bear the immense pressure of air, very
It crushes easily；3, train will often up and down passenger, how to ensure normal barometric pressure in compartment, ensure the life security of passenger
While ensure the vacuum of pipeline and technical hang-up again；4, magnetic levitation technology does not reach a standard also now.Vacuum pipe
Scheme cost is high, and energy expenditure is big, operating cost is high, it is difficult to reach the practice of business.Inventors believe that railroad train
The characteristics of be not only it is thin but also long, front face area comparatively and less, so need not be reduced completely using vacuum pipe mode
The air drag of train operation.
Publication No. CN204840912U, patent name are《A kind of recreation ground anticreep track》Chinese utility model patent,
Its orbital plane is ramp type, and wheel is tapered, volume and weight all very littles of track and wheel, is only applicable to ensure loading capacity
The safety of very light play apparatus low-speed running is completely unusable for the load capacity of railway, the operating condition of high speed.
Utility model content
In conclusion in order to overcome the deficiencies of the prior art, the technical problem to be solved by the utility model is to provide one kind
Suspension train, ensure railroad train 700 kilometers of speed per hour or more ultrahigh speed when driving, the meanings such as derailing will not occur, overturn
Outer situation ensures safety of the train in ultrahigh speed when driving.
The technical solution that the utility model solves above-mentioned technical problem is as follows：A kind of suspension train, including rail and in
The train travelled on rail；The bottom of the rail is equipped with vertically by spandrel girder, institute made of its height girder steel or concrete
It states train to be between the rail, and the both sides of the train are equipped with the vehicle for being suspended on the rail and being travelled
Wheel.
The utility model has the beneficial effects that：It is relatively existing in plane by rail and wheel design in the both sides of train
Compartment sinks for the common high ferro that rail operates above, and greatly reduces the center of gravity of train, and wheel design is arranging
Vehicle both sides can be reasonably resistant to the centrifugal force that generates when train turning, and ensureing train, turning is not yet in 700 kilometers of speed per hour or more
It can derail, to ensure that train in 700 kilometers of speed per hour or more the safety of ultrahigh speed when driving.
Based on the above technical solution, the utility model can also do following improvement：
Further, the rail includes walking rail and anticreep rail；The walking rail is fixed on the spandrel girder
For the wheels travel, the anticreep rail is in the surface of the walking rail for preventing the wheel from deviating from the row
Walk rail, and the top of the anticreep rail and the wheel is there are gap, the compartment of the train and the walking rail,
There are gaps for the anticreep rail and the spandrel girder.
The beneficial effects of adopting the above-mentioned further technical scheme are as follows：Anticreep rail is also set up on wheel, prevents train
It is slipped from walking rail.
Further, further include oblique supporting beam and upper strutbeam；The oblique supporting beam be equipped with it is multiple, at multiple oblique supporting beams
In the walking rail, the side of the anticreep rail and the spandrel girder far from the train, each oblique supporting beam
Upper end is angularly disposed towards the train, is equipped with the upper strutbeam at an upper portion thereof；The anticreep rail is fixed on the upper strutbeam and leans on
The side of the nearly train, and the upper end of both the anticreep rail and described upper strutbeam flushes.
The beneficial effects of adopting the above-mentioned further technical scheme are as follows：Ensure the intensity of anticreep rail, glacing flatness and firm
Property, prevent its deformation.
Further, further include ground beam；The ground beam is in the lower section of the spandrel girder and the oblique supporting beam, and described
The oblique supporting beam of the spandrel girder of train both sides and train both sides is separately connected by ground beam.
The beneficial effects of adopting the above-mentioned further technical scheme are as follows：Rail and oblique supporting beam is set not to be displaced, it is more firm.
Further, the walking rail is rail, and the end of adjacent two sections of walking rails is taken by interactive connector
It is connected together, and is equipped between the interactive connector of adjacent two sections of walking rails and ensures that it will not become when expanding with heat and contract with cold
The expansion joint of shape.
The beneficial effects of adopting the above-mentioned further technical scheme are as follows：Ensure that rail will not be deformed when expanding with heat and contract with cold, makes row
When vehicle crosses the interactive joint of adjacent two sections of walking rails, wheel keeps straight driving trace line, not will produce up and down
Bounce, to ensure the stationarity of superexpress train traveling.
Further, the spandrel girder is equipped with colloid rail pad, and the walking rail is fixed on described hold by the rail pad
On weight beam.
The beneficial effects of adopting the above-mentioned further technical scheme are as follows：Reduce vibration when train walking.
Description of the drawings
Fig. 1 is that train is suspended on the schematic diagram on rail；
Fig. 2 is the vertical section figure of the utility model；
Fig. 3 is the side view (removal compartment) of the utility model；
Fig. 4 is that the end of adjacent two sections of walking rails connects schematic diagram by what interactive connector was taken.
In attached drawing, parts list represented by the reference numerals are as follows：
1, spandrel girder, 2, wheel, 3, walking rail, 4, anticreep rail, 5, compartment, 6, oblique support bracket, 7, upper strutbeam, 8,
Beam, 9, expansion joint, 10 rail pads, 11, interactive connector.
Specific implementation mode
The principles of the present invention and feature are described below in conjunction with attached drawing, example is served only for explaining this practicality
It is novel, it is not intended to limit the scope of the utility model.
As shown in Figs. 1-3, a kind of suspension train, including rail and in the train travelled on rail；The bottom of the rail
Portion is equipped with spandrel girder 1 made of its height girder steel or concrete vertically, and the train is between the rail, and institute
The both sides for stating train are equipped with the wheel 2 for being suspended on the rail and being travelled.The rail includes walking rail 3 and anticreep
Rail 4；The walking rail 3 is fixed on the spandrel girder 1 to travel for the wheel 2, preferably：It is set on the spandrel girder 1
There are colloid rail pad 10, the walking rail 3 to be fixed on the spandrel girder 1 by 10 blending bolt of the rail pad, to reduce row
Vibration when garage is walked.The anticreep rail 4 is in the surface of the walking rail 3 for preventing the wheel 2 from deviating from institute
State walking rail 3.By rail and the design of wheel 2 in two outsides in compartment 5, spandrel girder 1 is row made of girder steel or concrete
It is high to walk 3 frame of rail, train is suspended between the high walking rail 3 of two framves, and is walked on walking rail 3.In walking rail 3
(the present common heavy rail of railway) what is walked above is wheel 2, and one is also designed above wheel 2, and to prevent wheel 2 from slipping anti-
Deferrization rail 4 (in order to mitigate weight, the light rail of anticreep rail 4), there are gap, anticreep rails 4 between anticreep rail 4 and wheel 2
It will not usually be contacted with wheel 2.
The ultra high speed railway further includes oblique supporting beam 6 and upper strutbeam 7；The oblique supporting beam 6 be in the walking rail 3,
There are a certain distance, and institute in the side of the anticreep rail 4 and the spandrel girder 1 far from the train with train both sides
The upper end for stating oblique supporting beam 6 is angularly disposed towards the train, is equipped with the upper strutbeam 7 at an upper portion thereof；The anticreep rail 4 is fixed
In the upper strutbeam 7 close to the side of the train, and the upper end of 7 the two of the anticreep rail 4 and the upper strutbeam flushes,
The position at 4 or more respective column vehicle window family of anticreep rail.In order to ensure that anticreep rail 4 is indeformable, the strutbeam 7 of anticreep rail 4
It holds and fixes, rail, spandrel girder 1 and 5 grazing of compartment in turning in order to prevent, in the compartment of train 5 and walking iron
There are larger gaps between rail 3, anticreep rail 4 and spandrel girder 1.Rail and wheel 2 are designed in the both sides of train, phase
To existing for the common high ferro that flat rail operates above, the center of gravity of train is greatly reduced, and the design of wheel 2 exists
Train both sides can be reasonably resistant to the centrifugal force generated when train turning, anticreep rail 4 is also set up in the top of wheel 2, prevent
Only wheel 2 is slipped from walking rail 3.The railway further includes ground beam 8, and the ground beam 8 is in the lower section of the spandrel girder 1, and
And the oblique supporting beam 6 of the spandrel girder 1 of train both sides and train both sides is separately connected by the ground beam 8, is made
Rail and oblique supporting beam 6 are more firm, and the set of above-mentioned design has been effective to ensure that guarantee train in 700 kilometers of speed per hour or more
When turning will not derail, to ensure that train in 700 kilometers of speed per hour or more the safety of ultrahigh speed when driving.
As shown in figure 4, the walking rail 3 is rail, the end of adjacent two sections of walking rails 3 is connect by interactive mode
First 11 overlap, and are equipped between adjacent two sections of 3 ends of walking rail and ensure that it will not become when expanding with heat and contract with cold
The expansion joint 9 of shape.Since the suspension type railway does not have the compacting of bulky cement sleeper, if still adopting gapless rail, it is difficult to protect
Card rail will not be deformed when expanding with heat and contract with cold, so suspension type railway still uses the end of the adjacent two sections of walking rails 3 of seamed rail
Portion is overlapped by interactive connector 11 when train can be made to cross the joint of adjacent two sections of walking rails 3, and wheel is protected
Maintain an equal level straight driving trace line, not will produce and moves up and down, to ensure the stationarity of superexpress train traveling.
The above is only the preferred embodiment of the present invention, is not intended to limit the utility model, all in this practicality
Within novel spirit and principle, any modification, equivalent replacement, improvement and so on should be included in the guarantor of the utility model
Within the scope of shield.
Claims (6)
1. a kind of suspension train, including rail and in the train travelled on rail；It is characterized in that, the bottom of the rail is perpendicular
Straight to be equipped with spandrel girder (1) made of its height girder steel or concrete, the train is between the rail, and described
The both sides of train are equipped with the wheel (2) for being suspended on the rail and being travelled.
2. suspension train according to claim 1, which is characterized in that the rail includes walking rail (3) and anticreep
Rail (4)；The walking rail (3) is fixed on the spandrel girder (1) to be travelled for the wheel (2), the anticreep rail (4)
In the surface of the walking rail (3) for preventing the wheel (2) from deviating from the walking rail (3), and it is described anti-
The top of deferrization rail (4) and the wheel (2) is the compartment (5) of the train and the walking rail (3), described there are gap
There are gaps for anticreep rail (4) and the spandrel girder (1).
3. suspension train according to claim 2, which is characterized in that further include oblique supporting beam (6) and upper strutbeam (7)；
The oblique supporting beam (6) be equipped with it is multiple, multiple oblique supporting beam (6) uniform intervals be in the walking rail (3), it is described prevent
The side of deferrization rail (4) and the spandrel girder (1) far from the train, the upper end of each oblique supporting beam (6) is towards the row
Vehicle is angularly disposed, is equipped with the upper strutbeam (7) at an upper portion thereof；The anticreep rail (4) is fixed on the upper strutbeam (7) close to institute
The side of train is stated, and the upper end of the anticreep rail (4) and the upper strutbeam (7) the two flushes.
4. suspension train according to claim 3, which is characterized in that further include ground beam (8)；The ground beam (8) is in
The lower section of the spandrel girder (1) and the oblique supporting beam (6), and the ground beam (8) is by the spandrel girder (1) of train both sides
And the oblique supporting beam (6) of train both sides is separately connected.
5. suspension train according to claim 2, which is characterized in that the walking rail (3) be rail, adjacent two sections
The end of the walking rail (3) is overlapped by interactive connector (11), and adjacent two sections of walking rails (3)
Interactive connector (11) between be equipped with and ensure its expansion joint (9) that will not be deformed when expanding with heat and contract with cold.
6. according to claim 2 to 5 any one of them suspension train, which is characterized in that the spandrel girder (1) is equipped with glue
Matter rail pad (10), the walking rail (3) are fixed on by the rail pad (10) on the spandrel girder (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820044949.5U CN207987634U (en) | 2018-01-11 | 2018-01-11 | A kind of suspension train |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820044949.5U CN207987634U (en) | 2018-01-11 | 2018-01-11 | A kind of suspension train |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207987634U true CN207987634U (en) | 2018-10-19 |
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ID=63819117
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820044949.5U Active CN207987634U (en) | 2018-01-11 | 2018-01-11 | A kind of suspension train |
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| Country | Link |
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| CN (1) | CN207987634U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113022603A (en) * | 2021-04-06 | 2021-06-25 | 四川省青云智创超轻型智慧轨道交通技术研发中心(有限合伙) | Ultra-light rail transit vehicle and operation system thereof |
-
2018
- 2018-01-11 CN CN201820044949.5U patent/CN207987634U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113022603A (en) * | 2021-04-06 | 2021-06-25 | 四川省青云智创超轻型智慧轨道交通技术研发中心(有限合伙) | Ultra-light rail transit vehicle and operation system thereof |
| CN113022603B (en) * | 2021-04-06 | 2023-06-02 | 四川省青云智创超轻型智慧轨道交通技术研发中心(有限合伙) | Ultra-light rail transit vehicle and running system thereof |
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