CN110171431A - Suspension type rail transportation system - Google Patents
Suspension type rail transportation system Download PDFInfo
- Publication number
- CN110171431A CN110171431A CN201910385703.3A CN201910385703A CN110171431A CN 110171431 A CN110171431 A CN 110171431A CN 201910385703 A CN201910385703 A CN 201910385703A CN 110171431 A CN110171431 A CN 110171431A
- Authority
- CN
- China
- Prior art keywords
- main body
- suspension type
- beam element
- car
- motor
- 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.)
- Pending
Links
- 239000000725 suspension Substances 0.000 title claims abstract description 33
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 60
- 239000010959 steel Substances 0.000 claims abstract description 60
- 238000010276 construction Methods 0.000 claims description 20
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 11
- 229910052742 iron Inorganic materials 0.000 claims description 5
- 238000004140 cleaning Methods 0.000 abstract description 4
- 230000009467 reduction Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 12
- 230000003068 static effect Effects 0.000 description 9
- 230000032258 transport Effects 0.000 description 8
- 238000010586 diagram Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 230000009194 climbing Effects 0.000 description 4
- 230000000052 comparative effect Effects 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 238000005265 energy consumption Methods 0.000 description 3
- 230000007246 mechanism Effects 0.000 description 2
- 241000208199 Buxus sempervirens Species 0.000 description 1
- 238000007792 addition Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000005339 levitation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61B—RAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
- B61B13/00—Other railway systems
- B61B13/02—Rack railways
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61B—RAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
- B61B3/00—Elevated railway systems with suspended vehicles
- B61B3/02—Elevated railway systems with suspended vehicles with self-propelled vehicles
-
- 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
- E01B25/22—Tracks for railways with the vehicle suspended from rigid supporting rails
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Transportation (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
This application involves suspension type transport fields, and in particular to suspension type rail transportation system.The suspension type rail transportation system forms traveling space using the space between three independent main bodys.While the application suspension type rail transportation system is conducive to self-cleaning, noise reduction, the steel using amount of unit length track girder is reduced, and cost reduces.
Description
Technical field
This application involves suspension type transport fields, and in particular to suspension type rail transportation system.
Background technique
Suspension type rail communications and transportation had both belonged to suspension type transport field from classification, while still belonging to rail traffic
Transport field, suspension type transport generally include to classify by its application field, and the suspension type including being applied to rail traffic is transported
It is defeated, nose suspension type transports defeated applied to the row handling in various workshops, applied to tourist facilities；And rail vehicle transportation field is then
Including track transport (railway, subway, light rail), magnetic-levitation transport, sit-astride and suspension type rail transport.Specifically
To for suspension type rail communications and transportation, used material, track structure etc. have the difference of essence with other field.
The track girder of existing suspension type rail communications and transportation is usually following several structures:
The first: i.e. open type single structure beam form formula is the traveling space of motor-car below open type single structure beam, opens wide
Two outside of left and right of formula single structure beam supports two wheels of motor-car respectively.
Second: i.e. box shaped beam mode, inside, that is, motor-car traveling space of box shaped beam, the wheel branch of motor-car
Support the two inside Board positions in box shaped beam.
The third: fabricated structure beam form formula, general under this mode there are two types of specific structures, such as by two fashioned iron
The structural beams of composition, space, that is, traveling space between two fashioned iron；Another structure is formed using two fashioned iron
Structural beams, and the top welding of two structural beams, while increasing fixing piece at top.
Summary of the invention
The track girder that suspension type rail communications and transportation is advanced optimized on the basis of existing design is very complicated problem,
The optimization of performance indicator can often bring complicated influence to otherwise performance indicator in a certain respect.And different performance index
Relevance can be restricted by track structure, i.e., the variation of track structure also can to different performance index be associated with the case where bring depth
Variation is carved, so that we can not be it is contemplated that the configuration combination more optimized under a kind of structure can generate under another structure
Similar effect.
For example, the open type single structure beam of the first can guarantee orbit strength, and such structure with lesser steel using amount
Determine that the left and right sides supports two wheels of motor-car, the driving mechanism and the phase of two wheels optimized under this mode respectively
Still make total system more complicated the configuration of position, size and structure.
And relative position, size and the structure configuration of driving mechanism and wheel under second of box shaped beam mode can
To reduce the driving energy consumption of wheel, but since case structure and reinforcer are the lower intensity requirement for guaranteeing the structure, rail is increased
The steel using amount of the unit load-carrying of road beam element.
The third fabricated structure beam form formula, no matter which kind of typical structure, in order to reach to the corresponding of track beam element
Standard, the i.e. vertical static deformation amount of its direction of travel are no more than track girder element length/800 (mm), inevitably make
The steel using amount of the unit load-carrying of track beam element is larger.
Design scheme proposed by the present invention is conducive to solve in proof strength demand and remains lower or reasonably drive energy consumption
In the case of the problem of optimizing the steel using amount of unit load-carrying, for example, under the premise of both meeting respective standard, i.e. track beam element
Vertical static deformation amount δ no more than under the premise of y (track girder element length)/800 (mm), maintaining reasonable driving energy consumption,
The steel using amount of the unit load-carrying of track beam element is reduced simultaneously.Can especially have after specific structure reaches cooperation with special parameter
There is the effect more optimized.In order to solve the above-mentioned technical problem the application, proposes following technical solution:
The application provides a kind of suspension type rail transportation system, including track girder, motor-car, carrier and support device,
The track girder includes several track beam elements；The track beam element includes the first main body, the second main body and several third masters
Body；First main body and the setting of the second body parallel, and the both ends of third main body are respectively fixedly connected with the upper table in the first main body
The upper surface in face and the second main body；Third main body is hereinafter, the space between the first main body and the second main body forms the traveling of motor-car
Space；Motor-car is hung with carrier below traveling space walk, motor-car；Support device is fixedly connected on adjacent orbit beam element
Junction.
Present invention also provides a kind of suspension type rail transportation systems, including track girder, motor-car, carrier and support dress
It sets, the track girder includes several track beam elements；The track beam element includes the first main body, the second main body and several thirds
Main body；First main body and the setting of the second body parallel, and the both ends of third main body are respectively fixedly connected in the upper of the first main body
The upper surface on surface and the second main body；Third main body is hereinafter, the space between the first main body and the second main body forms walking for motor-car
Row space；
First main body, the second main body, third main body are formed steel constructions；It is stayed between first main body and the second main body
There is preset opening spacing, the preset opening spacing is the upper opening spacing and under shed spacing in traveling space；Adjacent
Spacing distance is preset between three main bodys；
Motor-car is hung with carrier below traveling space walk, motor-car；Support device is fixedly connected on adjacent orbit beam
The junction of unit.
It is respectively fixedly connected with using the both ends of several third main bodys in disposed in parallel first in scheme provided by the present application
Main body and the respective upper surface of the second main body, and opening spacing is preset between the first main body and the second main body, adjacent third
Spacing distance is preset between main body；Traveling space top is provided with upper opening spacing, and the top interval of track beam element
It is provided with third main body；Under such set-up mode, the top of gained track beam element is not enclosed construction, is conducive to self-cleaning, drop
It while making an uproar, is reduced conducive to the steel using amount of unit length track girder, cost reduces, and is also conducive to construction.
In application scheme, optional first main body, the second main body outer surface be provided with reinforcer, third main body with plus
The central axes of strong part are generally aligned in the same plane, and reinforcer is formed steel construction；It is all made of fashioned iron together with the first, second and third main body in this way, it can
Increased costs reliability of structure is reduced to be substantially reduced the loss of steel compared with steel plate overlapping mode and reduce weld seam.
In application scheme, optional first main body and the second main body are mirrored into symmetrically.
In application scheme, optional formed steel construction can be one of H profile steel, C-type steel or U-shaped steel.
In application scheme, optional upper opening spacing is consistent under shed spacing.
In application scheme, optional first main body, the second main body and third main body are all made of type made of hot-roll forming
Steel construction.
In application scheme, the length y of the thickness x of optional first main body and/or the second main body and track beam element it
Between relationship be: y=-ax2+ bx-c, wherein it be 1.1~1.4, c is that the unit of 0.5~2.5, x is that a, which is 0.01~0.015, b,
The unit of mm, y are m.
In application scheme, the length of optional track beam element is 10m~30m.
In application scheme, the thickness of optional first main body and/or the second main body is 10mm~40mm.
In application scheme, optional first main body and the second main body are provided with running face, and the running face is three-dimensional
Rail level, the wheel of motor-car are and the matched steel wheel of three-dimensional rail level；Direction of travel along traveling space, the setting of three-dimensional rail level side are with teeth
Rail, motor-car are provided with and the matched gear of rack rails；The wheel rim of steel wheel is set between three-dimensional rail level and rack rails.
In application scheme, optional traveling space is provided with power supply rail, is provided on motor-car and matches with power supply rail
Current collection device.
Detailed description of the invention
Fig. 1-Fig. 6 is the longitudinal section of the first main body and the second main body disposed in parallel in application scheme middle orbit beam element
Plurality of optional structural schematic diagram；
Fig. 7-Figure 10 is the plurality of optional structural representation of the longitudinal section of the third main body of application scheme middle orbit beam element
Figure；
Figure 11-Figure 12 is the plurality of optional structural schematic diagram of reinforcer in application scheme；
Figure 13 is a kind of vertical section structure schematic diagram along direction of travel of application scheme middle orbit beam element；
Figure 14 is a kind of structural schematic diagram of application scheme middle orbit beam element；
Figure 15 is a kind of overall structure diagram of application scheme suspension type rail transportation system；
Figure 16 is the enlarged diagram of running face in Figure 15.
Specific embodiment
This programme is illustrated with specific embodiment with reference to the accompanying drawing.
The application suspension type rail transportation system includes track girder, motor-car, carrier and support device, the track girder
Including several track beam elements；The track beam element includes the first main body, the second main body and several third main bodys；First main body
It is arranged with the second body parallel, and the both ends of third main body are respectively fixedly connected with upper surface and the second main body in the first main body
Upper surface；Third main body is hereinafter, the space between the first main body and the second main body forms the traveling space of motor-car；
First main body, the second main body, third main body are formed steel constructions；It is stayed between first main body and the second main body
There is preset opening spacing, the preset opening spacing is the upper opening spacing and under shed spacing in traveling space；Adjacent
Spacing distance is preset between three main bodys；
Motor-car is hung with carrier below traveling space walk, motor-car；Support device is fixedly connected on adjacent orbit beam
The junction of unit.
It is respectively fixedly connected with using the both ends of several third main bodys in disposed in parallel first in scheme provided by the present application
Main body and the respective upper surface of the second main body, and opening spacing is preset between the first main body and the second main body, adjacent third
Spacing distance is preset between main body；Traveling space top is provided with upper opening spacing, and the top interval of track beam element
It is provided with third main body；Under such set-up mode, the top of gained track beam element be not enclosed construction, it can be achieved that it is self-cleaning,
While noise reduction, the steel using amount of unit length track girder is reduced, and cost reduces, in the vertical static deformation for meeting track beam element
δ is measured no more than under the premise of y (track girder element length)/800 (mm), the steel using amount of the unit load-carrying of track beam element is obviously low
In existing track beam element structure.
Figure can be used by please referring to the first main body 1101 or the second main body 1102 shown in Fig. 1-Fig. 6, in application scheme
Any formed steel construction shown in 1- Fig. 6, such as C-type steel, H profile steel or U-shaped steel, preferable first main body 1101 and the second main body
1102 be identical formed steel construction；In addition, the thickness of the first main body 1101 and the second main body 1102 is preferably not less than 10mm, especially
Preferably 10mm-40mm.In addition, the application the first main body 1101 and the second main body 1102 can be the type made of hot-roll forming
Steel construction, when forming track beam element, the first main body 1101 and the second main body 1102 can use mirror symmetry, Huo Zheqi
His symmetric mode.
The third main body 1103 please referred to shown in Fig. 7-Figure 10, in application scheme can be using any formed steel construction, example
C-type steel, H profile steel, U-shaped steel or rectangular tube as shown in figs. 7-10, preferable third main body 1103 be with the first main body 1101,
The similar formed steel construction of second main body 1102；The both ends of several third main bodys 1103 are respectively fixedly connected in 1101 He of the first main body
The respective upper surface of second main body 1102.Likewise, third main body 1103 can be symmetrical structure, it similarly can be using heat
Roll into type.The thickness of preferred third main body 1103 is not less than 5mm, more desirably not less than 10mm in application scheme.
It please refers to shown in Figure 13-14, the track beam element in application scheme uses the first main body 1101, second above-mentioned
Main body 1102 and the combination of third main body 1103 are formed, wherein and the first main body 1101 and the second main body 1102 are arranged in parallel, and the
The both ends of three main bodys 1103 are respectively fixedly connected with the upper surface in the first main body 1101 and the upper surface of the second main body 1102；Third
Main body 1103 is hereinafter, the space between the first main body 1101 and the second main body 1102 forms traveling space 110；Described first is main
Body 1101, the second main body 1102, third main body 1103 are formed steel constructions；It is stayed between first main body 1101 and the second main body 1102
There is preset opening spacing, the preset opening spacing is the upper opening spacing L1 and under shed spacing L2 in traveling space, can
It is preferred that upper opening spacing L1 is consistent under shed spacing L2；Spacing distance L3 is preset between adjacent third main body 1103.Figure 13-
Track beam element shown in Figure 14 can be using the first main body 1101, the second main body shown in any in Fig. 1-Fig. 6, Fig. 7-Figure 10
1102 and third main body 1103 combination formed.In addition, can be formed being connected before and after track beam element shown in Figure 13-Figure 14
The track girder of long range rail vehicle transportation；And several track beam elements can be arranged parallel, can also share the first main body 1101
Or second main body 1102 form parallel arrangement of composite orbit beam element.The usage mode of specific this programme track girder can refer to
Suspension type rail transportation system shown in figure 15.In Figure 15, including support device 400, motor-car 200, carrier 300 and rail
Road beam 100；Track girder 100 is hung on traffic above-ground by support device 400, and track girder 100 supports motor-car 200, and
For motor-car 200 along the traveling space walk of track girder 100, the lower section of motor-car 200 is hung with carrier 300；Traveling space can also be set
It is equipped with power supply rail, is provided on motor-car and the matched current collection device of power supply rail.
The enlarged drawing of running face position shown in Figure 16 is please referred to, as shown in figure 16, settable traveling in application scheme
Face 13 is three-dimensional rail level, and running face 13 is arranged in the first main body 1101 and the second main body 1102, sets by three-dimensional rail level 13
Be equipped with rack rails 15, motor-car be provided with respectively with the matched steel wheel 14 of three-dimensional rail level 13 and with the matched gear 16 of rack rails 15, steel wheel
14 wheel rim 1401 is arranged between three-dimensional rail level 13 and rack rails 15.Under such setting, rack rails 15 be can be set in three-dimensional rail
The inner or outer side in face 13.In Figure 16, the outer surface of the first main body or the second main body is also provided with reinforcer 12, reinforcer 12
It can be the formed steel construction, such as U-shaped steel shown in Figure 10-Figure 12, T-steel, L-type steel etc. similar to third main body.
In suspension type rail transportation system, usual walking surface uses the rail level of plane, matches with the rail level of plane
Be then rubber tire, the main purpose using rail level and the rubber tire cooperation of plane is to realize climbing capacity, but the use of rubber tire
Restricted lifetime；The service life of steel wheel is longer, but climbing capacity is weaker, by the way of increasing gear, rack rails, climbing capacity
Rubber tire can be greater than.In addition, rubber tire is usually the rail level for being set to plane, directive wheel, steel wheel must be increased in the process of running
Because one side is provided with the biggish wheel rim of radius, it can be achieved that guiding.Rack rails is arranged by three-dimensional rail level in application scheme, and
And wheel rim is arranged between three-dimensional rail level and rack rails, while the wheel rim side of steel wheel can be prevented to be less prone to derailment occurring,
It can also promote transportation system that there is stronger climbing capacity, and the service life of steel wheel is apparently higher than rubber tire.
Calculate every load-carrying data in the practical workshop of specific embodiment-
Using Fig. 1-Fig. 6 it is any shown in the first main body, the second main body and Fig. 7-third main body shown in Fig. 9 and refer to
Track beam element shown in Figure 13-Figure 14 (is free of reinforcer 12), by the first main body, the second main body, third master of different structure
Different track beam element structures is respectively prepared by permutation and combination method for body, and different track beam elements is utilized respectively workshop measuring and calculating
Etc. modes, using different preset first main bodys, the thickness x/mm of the second main body, track beam element length y/mm, it is pre- respectively
If the practical load-carrying D/t of single track beam element, other each conventional parameters can refer to this field routine general parameter；Measuring and calculating is single
The steel using amount d/ (load-carrying of t/ unit) of the unit load-carrying of the vertical static deformation amount δ/mm, track beam element of track beam element, meter
Calculate the length y/800 (mm) of track beam element；The data obtained is as shown in Table 1.
Table one
| Embodiment | x/mm | y/mm | D/t | d | y/800 | δ |
| 1-1 | 10 | 10000 | 60 | 0.19~0.21 | 12.5 | 9.5~12 |
| 1-2 | 15 | 15000 | 60 | 0.31~0.35 | 18.75 | 12.5~16.75 |
| 1-3 | 20 | 20000 | 60 | 0.42~0.50 | 25 | 20~24.5 |
| 1-4 | 25 | 22000 | 60 | 0.46~0.55 | 27.5 | 22~27 |
| 1-5 | 30 | 25000 | 60 | 0.63~0.67 | 31.25 | 25~30.5 |
| 1-6 | 35 | 28000 | 60 | 0.72~0.75 | 35 | 26~34 |
| 1-7 | 40 | 30000 | 60 | 0.77~0.80 | 37.5 | 28.5~37 |
Existing track beam element structure (aforementioned second of mode and the third mode are respectively as existing comparative run) is the same as this
Application uses identical parameter preset,
Comparative run one (second of mode): box shaped beam and the fixing piece of top setting, using the thickness of box shaped beam
The length y1/mm for spending x1/mm, track beam element, presets the practical load-carrying D/t of single track beam element, other each routines respectively
Parameter can refer to this field routine general parameter；Single track beam element is calculated in the way of practical measuring and calculating same as table one
The steel using amount d/ (load-carrying of t/ unit) of the unit load-carrying of vertical static deformation amount δ/mm, track beam element, calculates track beam element
Length y1/800 (mm)；The data obtained is as shown in Table 2.
Table two
| Embodiment | x1/mm | y1/mm | D/t | d | y1/800 | δ |
| 2-1 | 10 | 10000 | 60 | 0.19~0.22 | 12.5 | 9.8~12.5 |
| 2-2 | 15 | 15000 | 60 | 0.32~0.37 | 18.75 | 13.4~17.25 |
| 2-3 | 20 | 20000 | 60 | 0.44~0.52 | 25 | 21~25.75 |
| 2-4 | 25 | 22000 | 60 | 0.48~0.58 | 27.5 | 22.5~29 |
| 2-5 | 30 | 25000 | 60 | 0.65~0.69 | 31.25 | 25.75~31.5 |
| 2-6 | 35 | 28000 | 60 | 0.74~0.78 | 35 | 27~36 |
| 2-7 | 40 | 30000 | 60 | 0.78~0.84 | 37.5 | 29.5~38 |
Comparative run two (the third mode): the track beam element of two formed steel constructions, using the thickness x2/ of formed steel construction
The length y2/mm of mm, track beam element preset the practical load-carrying D/t of single track beam element respectively, other each conventional parameters can
With reference to this field routine general parameter；The vertical quiet of single track beam element is calculated in the way of practical measuring and calculating same as table one
The steel using amount d/ (load-carrying of t/ unit) of the unit load-carrying of state deflection δ/mm, track beam element calculates the length of track beam element
y2/800(mm)；The data obtained is as shown in Table 3.
Table three
| Embodiment | x2/mm | y2/mm | D/t | d | y2/800 | δ |
| 3-1 | 10 | 10000 | 60 | 0.20~0.25 | 12.5 | 10~12.5 |
| 3-2 | 15 | 15000 | 60 | 0.36~0.41 | 18.75 | 13.5~16.75 |
| 3-3 | 20 | 20000 | 60 | 0.45~0.53 | 25 | 21~23.5 |
| 3-4 | 25 | 22000 | 60 | 0.49~0.59 | 27.5 | 23~27 |
| 3-5 | 30 | 25000 | 60 | 0.68~0.71 | 31.25 | 26~30.5 |
| 3-6 | 35 | 28000 | 60 | 0.78~0.85 | 35 | 26.5~34 |
| 3-7 | 40 | 30000 | 60 | 0.81~0.88 | 37.5 | 29~38.5 |
It can be concluded that, application scheme is using specific first main body, the second main body and third main body from upper table
After structure setting, while realizing self-cleaning, noise reduction, the steel using amount of unit length track girder is reduced each track beam element of gained,
Cost reduces, in the vertical static deformation amount δ for meeting track beam element no more than before y (track girder element length)/800 (mm)
It puts, the steel using amount of the unit load-carrying of track beam element is significantly lower than existing track beam structure.Can have from one~table of table three
Effect show that the track beam element structure of application scheme is relative to the track beam element structure under present mode, using same
The main structure of thickness, the track beam element of same length, and equally reach the vertical of track beam element in the case where load-carrying
Under effect of the static deformation amount δ no more than y (track girder element length)/800 (mm), the track beam element knot in application scheme
The steel using amount of structure is considerably less than existing track beam element structure.
Although the application specific embodiment only lists the segment thickness of main structure, the part of track beam element is long
Degree, and the measured data in the case where carrying the beam element load-carrying of 60t/ track, but this has no effect on the complete of application scheme
Whole independence, i.e. the applicant learn that application scheme is identical as existing comparative run in other parameters data by every verifying
(either 50t load-carrying, 40t load-carrying and following thickness, the track girder for being perhaps greater than other main structures of 60t load-carrying or use
Match parameter between the length of unit), and meet the vertical static deformation amount δ of track beam element no more than y (track beam element
Length) under the premise of/800 (mm), gained steel using amount is significantly lower than existing track beam element structure, and specific embodiment part is only made
To illustrate.
In addition, from table one, it can be deduced that, when the length of the thickness of the first main body, the second main body, track beam element meets
When special ratios relationship, such as the thickness x (unit: mm) of the first main body or the second main body and length y of track beam element (single
Position: the relationship between m) is: y=-ax2It is 1.1~1.4, c is 0.5~2.5 that+bx-c, a, which are 0.01~0.015, b,；Its gained
Track beam element is under the premise of meeting vertical static deformation amount δ no more than y (track girder element length)/800 (mm), track girder
The steel using amount of the unit load-carrying of unit is considerably lower.
The same or similar parts between the embodiments can be referred to each other in present specification.Especially for system
And for terminal embodiment, since method therein is substantially similar to the embodiment of method, so be described relatively simple, it is related
Place is referring to the explanation in embodiment of the method.
It should be noted that, in this document, the relational terms of such as " first " and " second " or the like are used merely to one
A entity or operation with another entity or operate distinguish, without necessarily requiring or implying these entities or operation it
Between there are any actual relationship or orders.Moreover, the terms "include", "comprise" or its any other variant are intended to
Cover non-exclusive inclusion, so that the process, method, article or equipment for including a series of elements not only includes those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or setting
Standby intrinsic element.In the absence of more restrictions, the element limited by sentence "including a ...", it is not excluded that
There is also other identical elements in the process, method, article or apparatus that includes the element.
Certainly, above description is also not limited to the example above, technical characteristic of the application without description can by or
It is realized using the prior art, details are not described herein；The technical solution that above embodiments and attached drawing are merely to illustrate the application is not
It is the limitation to the application, Tathagata substitutes, and the application is described in detail only in conjunction with and referring to preferred embodiment, ability
Domain it is to be appreciated by one skilled in the art that those skilled in the art were made in the essential scope of the application
Variations, modifications, additions or substitutions also should belong to claims hereof protection scope without departure from the objective of the application.
Claims (10)
1. suspension type rail transportation system, including track girder, motor-car, carrier and support device, if the track girder includes
Dry track beam element；It is characterized in that, the track beam element includes the first main body, the second main body and several third main bodys；The
One main body and the setting of the second body parallel, and the both ends of third main body are respectively fixedly connected with the upper surface and the in the first main body
The upper surface of two main bodys；Third main body is hereinafter, the space between the first main body and the second main body forms the traveling space of motor-car；It is dynamic
Vehicle is hung with carrier below traveling space walk, motor-car；Support device is fixedly connected on the connection of adjacent orbit beam element
Place.
2. suspension type rail transportation system, including track girder, motor-car, carrier and support device, if the track girder includes
Dry track beam element；It is characterized in that, the track beam element includes the first main body, the second main body and several third main bodys；The
One main body and the setting of the second body parallel, and the both ends of third main body are respectively fixedly connected with the upper surface and the in the first main body
The upper surface of two main bodys；Third main body is hereinafter, the space between the first main body and the second main body forms the traveling space of motor-car；
First main body, the second main body, third main body are formed steel constructions；There are pre- between first main body and the second main body
If opening spacing, it is described it is preset opening spacing be traveling space upper opening spacing and under shed spacing；Adjacent third master
Spacing distance is preset between body；
Motor-car is hung with carrier below traveling space walk, motor-car；Support device is fixedly connected on adjacent orbit beam element
Junction.
3. according to claim 1 or 2 any suspension type rail transportation systems, which is characterized in that the first main body, the
The outer surface of two main bodys is provided with reinforcer, and the central axes of third main body and reinforcer are generally aligned in the same plane, and reinforcer is fashioned iron
Structure.
4. according to claim 1 or 2 any suspension type rail transportation systems, which is characterized in that the first main body and
Second main body is mirrored into symmetrically.
5. according to claim 1 or 2 any suspension type rail transportation systems, which is characterized in that formed steel construction is H
Any one in fashioned iron, C-type steel or U-shaped steel.
6. according to claim 1 or 2 any suspension type rail transportation systems, it is characterised in that: the first main body, the
Two main bodys are using formed steel construction made of hot-roll forming.
7. any suspension type rail transportation system according to claim 1~6, it is characterised in that: the first main body and/
Or second main body thickness x and track beam element length y between relationship be: y=-ax2+ bx-c, wherein a is 0.01~
0.015, b be 1.1~1.4, c be the unit of 0.5~2.5, x is mm, and the unit of y is m.
8. suspension type rail transportation system according to claim 7, which is characterized in that the length of track beam element is
10m-30m。
9. suspension type rail transportation system according to claim 7, which is characterized in that the first main body and/or second
The thickness of main body is 10mm~40mm.
10. according to claim 1 or 2 any suspension type rail transportation systems, which is characterized in that the first main body and
Second main body is provided with running face, and the running face is three-dimensional rail level, and the wheel of motor-car is and the matched steel wheel of three-dimensional rail level；
Direction of travel along traveling space is provided with rack rails by three-dimensional rail level, and motor-car is provided with and the matched gear of rack rails；The wheel of steel wheel
Edge is set between three-dimensional rail level and rack rails.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910385703.3A CN110171431A (en) | 2019-05-09 | 2019-05-09 | Suspension type rail transportation system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910385703.3A CN110171431A (en) | 2019-05-09 | 2019-05-09 | Suspension type rail transportation system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110171431A true CN110171431A (en) | 2019-08-27 |
Family
ID=67690710
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910385703.3A Pending CN110171431A (en) | 2019-05-09 | 2019-05-09 | Suspension type rail transportation system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110171431A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111959529A (en) * | 2020-08-12 | 2020-11-20 | 曾鉴 | Suspension type monorail system |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3974777A (en) * | 1974-10-29 | 1976-08-17 | Maxime Monne | Rolling element for a handling equipment and equipments comprising such elements |
| CN105908582A (en) * | 2016-03-02 | 2016-08-31 | 四川中德空铁科技有限公司 | Improved structure of foundation pile beam for air railway trains |
| CN106364491A (en) * | 2016-10-24 | 2017-02-01 | 中车长江车辆有限公司 | Suspension type transport system |
| CN108691253A (en) * | 2018-03-28 | 2018-10-23 | 中铁二院工程集团有限责任公司 | A kind of parallel-moving type rack rails switch mechanism |
| CN208088029U (en) * | 2017-11-28 | 2018-11-13 | 中建空列（北京）科技有限公司 | Track girder for overhead rail train |
| CN109487644A (en) * | 2018-12-04 | 2019-03-19 | 周国平 | Multilevel traffic track girder |
| RU188331U1 (en) * | 2018-11-22 | 2019-04-08 | Общество с ограниченной ответственностью "Русское техническое общество" | Monorail Track Rail |
| CN210139860U (en) * | 2019-05-09 | 2020-03-13 | 武汉新丝路快铁物流有限公司 | Suspension type rail transit transportation system |
-
2019
- 2019-05-09 CN CN201910385703.3A patent/CN110171431A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3974777A (en) * | 1974-10-29 | 1976-08-17 | Maxime Monne | Rolling element for a handling equipment and equipments comprising such elements |
| CN105908582A (en) * | 2016-03-02 | 2016-08-31 | 四川中德空铁科技有限公司 | Improved structure of foundation pile beam for air railway trains |
| CN106364491A (en) * | 2016-10-24 | 2017-02-01 | 中车长江车辆有限公司 | Suspension type transport system |
| CN208088029U (en) * | 2017-11-28 | 2018-11-13 | 中建空列（北京）科技有限公司 | Track girder for overhead rail train |
| CN108691253A (en) * | 2018-03-28 | 2018-10-23 | 中铁二院工程集团有限责任公司 | A kind of parallel-moving type rack rails switch mechanism |
| RU188331U1 (en) * | 2018-11-22 | 2019-04-08 | Общество с ограниченной ответственностью "Русское техническое общество" | Monorail Track Rail |
| CN109487644A (en) * | 2018-12-04 | 2019-03-19 | 周国平 | Multilevel traffic track girder |
| CN210139860U (en) * | 2019-05-09 | 2020-03-13 | 武汉新丝路快铁物流有限公司 | Suspension type rail transit transportation system |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111959529A (en) * | 2020-08-12 | 2020-11-20 | 曾鉴 | Suspension type monorail system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US7314008B2 (en) | Suspending-rail and dual-attraction balancing compensation type permanent magnetic levitation train and railway system | |
| CN107933279B (en) | Power battery frame of electric truck | |
| CN206655066U (en) | Box track girder | |
| CN105696429A (en) | Novel vehicle with dual rails in parallel up and down | |
| CN102837709A (en) | Detection device used on heavy haul railway empty vehicle derailment early warning system | |
| CN110155110A (en) | The bogie frame and bogie of rail vehicle | |
| CN104452497B (en) | Medium-and low-speed maglev system F shaped steel double slit jointing | |
| CN110155111A (en) | The bogie frame of rail vehicle, the bogie of rail vehicle and rail vehicle | |
| CN110171431A (en) | Suspension type rail transportation system | |
| CN105631145B (en) | Railway curve superelevation optimization method and equipment | |
| CN108482181A (en) | A kind of magnetcisuspension floating rail train | |
| CN110004778A (en) | The track girder and its processing technology of suspension type rail communications and transportation | |
| CN201825040U (en) | Urban air track passenger train and road trestle matched therewith | |
| CN109204336A (en) | Quick dual-purpose single-track vehicle | |
| CN210139860U (en) | Suspension type rail transit transportation system | |
| CN209115114U (en) | A kind of shield machine bogie wheels | |
| CN204570390U (en) | Be applied to the electric locomotive sleeper of shield method tunnel construction | |
| CN210368470U (en) | Suspension type track traffic transportation's track roof beam | |
| CN206553835U (en) | A kind of track guard | |
| CN205387646U (en) | Aerial rail train's foundation pile roof beam improves structure | |
| CN208472483U (en) | A kind of magnetic levitation track connector of continuous magnetic conduction | |
| CN208963075U (en) | Bogie and rail vehicle | |
| CN207259938U (en) | Box track girder | |
| CN210062971U (en) | Embedded track traffic transportation system | |
| Chen et al. | Wheel/rail contact geometry of different wheel tread profile in high-speed railway turnout |
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 |