CN110341726A - A kind of compound standard monorail traffic system - Google Patents
A kind of compound standard monorail traffic system Download PDFInfo
- Publication number
- CN110341726A CN110341726A CN201910750363.XA CN201910750363A CN110341726A CN 110341726 A CN110341726 A CN 110341726A CN 201910750363 A CN201910750363 A CN 201910750363A CN 110341726 A CN110341726 A CN 110341726A
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- China
- Prior art keywords
- main body
- carrier
- traffic system
- power truck
- supporting element
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- 150000001875 compounds Chemical class 0.000 title claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 239000000463 material Substances 0.000 abstract description 12
- 238000000034 method Methods 0.000 description 13
- 238000010586 diagram Methods 0.000 description 7
- 239000000725 suspension Substances 0.000 description 6
- 238000010276 construction Methods 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000000969 carrier Substances 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000007792 addition Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 150000002505 iron Chemical class 0.000 description 1
- 229910052742 iron Inorganic materials 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
- 238000004806 packaging method and process Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61B—RAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
- B61B12/00—Component parts, details or accessories not provided for in groups B61B7/00 - B61B11/00
- B61B12/02—Suspension of the load; Guiding means, e.g. wheels; Attaching traction cables
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61B—RAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
- B61B13/00—Other railway systems
- B61B13/04—Monorail systems
-
- 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
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- Engineering & Computer Science (AREA)
- Transportation (AREA)
- Mechanical Engineering (AREA)
- Railway Tracks (AREA)
Abstract
This application involves rail vehicle transportation fields, and in particular to a kind of compound standard monorail traffic system；Compound standard monorail traffic system provided by the present application uses same track girder, same power truck, same traveling space, so that integrally-built complexity be effectively reduced, reduces material quantity.
Description
Technical field
This application involves rail vehicle transportation fields, and in particular to a kind of compound standard monorail traffic system.
Background technique
Rail Transit System generally includes traditional railway system, monorail system, magnetic suspension system, wherein traditional railway system
System usually covers high-speed rail, subway, light rail etc..No matter which kind of above-mentioned rail system, the existing traffic for establishing two or more standards
System, usually upper and lower parallel form, such as top is highway system, lower section is Rail Transit System；Or top is under
Fang Jun is the multi-standard traffic system of Rail Transit System.
Even if current multi-standard traffic system is monorail system, progress is compound, such as straddle-type monorail and suspension type list
Rail is compound, and compound mode is to use to share the same track girder supporting element mostly, and the track girder supporting element is for simultaneously
Support the track girder of straddle-type monorail and the track girder of suspension type monorail.Either straddle-type or suspension type are independent fortune
Capable monorail, supporting element need while supporting the track girder of the straddle-type monorail of top, while also needing to hang lower section
The track girder of suspension type monorail.
Summary of the invention
The application wishes to obtain that overall structure is simple, delivery dynamics improves, and carrier unit center of gravity reduces, and material quantity reduces,
The compound standard monorail traffic system that lower noise, intensity requirement reduce.
Multi-standard monorail system above-mentioned is the simple side of splicing and combining mostly when using top straddle seat, lower suspension
Formula, i.e. track girder and power truck are respectively using a set of mostly；Although such complex method increases on space angle
Transport dynamics, but will increase integrally-built complexity instead, integrally-built material quantity do not have too many reduction；Simultaneously
Such simple combination, for the more demanding of track girder supporting element, it is meant that it needs while supporting two sets of track systems, by force
Spend it is more demanding, construction value it is lower.
For this purpose, the design scheme that the application proposes advantageously accounts for the above problem, technical solution is as follows:
This application provides a kind of compound standard monorail traffic systems, including track girder, power truck, carrier and support
Part, the track girder include several track beam elements；
The track beam element includes the first main body and the second main body disposed in parallel, first main body and the second main body
Between space formed traveling space；Preset opening is traveling respectively between first main body and the upper and lower part of the second main body
The upper opening and under shed in space；
The inside in the traveling space is arranged in the power truck, and the power truck is along traveling spatial row
It walks；
Carrier includes the first carrier and the second carrier, and the upper support of the power truck connects first carrier；
The second carrier is hung with below the power truck；
The fixed support in the outside of the supporting element and the first main body and the second main body, and to the first main body and the second main body
The support for the position that is above the ground level is provided.
In application scheme between the first main body and the upper and lower part of the second main body it is preset opening be respectively it is same walk
The upper opening and under shed in row space, the setting of upper opening and under shed can avoid generating a large amount of product in track beam element
Snow；Meanwhile power truck can be described as being embedded in inside track girder, the center of gravity of the carrier unit of upper part is lower, while
Than existing multi-standard monorail system in structure design, maintenance process can more have safety guarantee.In addition, due to application scheme
Middle supporting element provides the fixed support in side to track girder, and gained supporting element itself also can decrease in height.This Shen
The structure setting that specific track girder please be used in scheme, cooperates the setting of corresponding power truck, the compound standard of gained
Monorail traffic system uses same track girder, same traveling space, same power truck and same track girder supporting element,
The intensity requirement of track girder supporting element is substantially reduced, overall structure is simple, and material quantity reduces, and delivers dynamics raising.
Optionally, the width of upper opening and under shed is less than the wheel between the travelling wheel at the drive shaft both ends of power truck
Away from.
Optionally, shown supporting element include two and more than two support portions, adjacent supported portions not with the first main body,
It is fixedly connected on the outside of second main body.
Optionally, the supporting element includes column and cross bar, and the upper end of the cross bar is fixedly connected under several support portions
End, the lower end of the cross bar is fixedly connected with the upper end of column.
Optionally, the first main body and the second main body are any one in girder steel or beams of concrete.
Optionally, the girder steel or beams of concrete include H-type part, the U-shaped part, c-type of upper and lower part symmetrically or non-symmetrically
One of part.
Optionally, contact EEF bogie is arranged in the lower part or middle part of the first main body and the second main body；Power truck is walked
Row wheel is walked along contact EEF bogie.
The compound standard monorail traffic system that technical scheme provides is composite structure by setting track girder, i.e.,
First main body and the second body parallel combine to form track girder, and the opening difference being arranged between the first main body and the second main body
It is the upper opening and under shed in traveling space；And power truck is along traveling space walk, the upper support of power truck
The second carrier is hung in first carrier, lower section.Under such set-up mode, first carrier on the top of the application transportation system is under
Second carrier in portion can share the same power truck, the same track girder, the same traveling space, the same track girder
Supporting element.Generally, application scheme use specific track beam structure, promote application scheme may be implemented it is upper and lower not
The same power truck, same track girder, the same traveling space, the support of the same track girder can be shared simultaneously with carrier
The mode of part.Under the setting of application scheme, the track girder of the compound standard monorail traffic system of gained in overall structure compared with
To be simple, while its material quantity is substantially reduced compared to the material quantity of existing multi-standard monorail system, to track girder supporting element
Intensity requirement be substantially reduced.
Detailed description of the invention
Fig. 1-Fig. 6 is the various structures schematic diagram for the track girder that the application embodiment provides；
Fig. 7-Fig. 8 is the various structures schematic diagram for the supporting element that the application embodiment provides；
Fig. 9-Figure 11 is the attachment structure schematic diagram of the supporting element that the application embodiment provides and track girder；
Figure 12-Figure 15 is the various embodiments signal for the compound standard monorail traffic system that the application embodiment provides
Figure；
Figure 16 is the schematic diagram of the compound standard monorail traffic system of the application embodiment in actual use.
Specific embodiment
This programme is illustrated with specific embodiment with reference to the accompanying drawing.
The compound standard monorail traffic system that application scheme provides, including track girder 100, power truck 500, packaging
Case 400, carrier 300 and supporting element 200, the track girder 100 include several track beam elements；
The track beam element includes the first main body 1101 disposed in parallel and the second main body 1102, first main body
1101 and the second space between main body 1102 form traveling space；The top of first main body 1101 and the second main body 1102 is under
Preset opening is the upper opening and under shed in traveling space respectively between portion；
The inside in the traveling space is arranged in the power truck 500, and the power truck 500 is along traveling sky
Between walk；
Carrier 300 includes the first carrier 301 and the second carrier 302, and the upper support of the power truck 500 connects institute
State the first carrier 301；The lower section of the power truck 500 is hung with the second carrier 302, and the container 400 is fixed to be loaded
In the top or the fixed lower section for being hung on the second carrier 302 of the first carrier 301；
The supporting element 200 is fixedly connected with the outside of the first main body 1101 and the second main body 1102, and main to first
Body 1101 and the second main body 1102 provide the support for the position that is above the ground level.
The multi-standard that technical scheme provides integrates Kong Tie transportation system, is combination knot by the way that track girder 100 is arranged
The combination parallel with the second main body 1102 of structure, i.e. the first main body 1101 forms track girder 100, and the first main body 1101 and second is main
The opening being arranged between body 1102 is the upper opening and under shed in traveling space respectively；And power truck 500 is along traveling sky
Between walk, the first carrier of upper support of power truck 500, lower section hang the second carrier.Under such set-up mode, this Shen
Please transportation system first carrier on top and the second carrier of lower part can share the same power truck 500, same
Track girder 100, the same traveling space 101 and the same track girder supporting element 200.Generally, application scheme is using special
Fixed 100 structure of track girder, same move can be shared simultaneously by promoting application scheme that upper and lower different carriers 300 may be implemented
Power bogie 500, same track girder 100, the same traveling space 101 and the same track girder supporting element 200 mode.At this
Under the setting of application scheme, the track girder 100 that gained multi-standard integrates Kong Tie transportation system is relatively simple in overall structure, together
When material quantity be substantially reduced compared to the material quantity of existing multi-standard monorail system, it is bright to the intensity requirement of track girder supporting element
It is aobvious to reduce.
Preset opening difference between first main body 1101 and the upper and lower part of the second main body 1102 in application scheme
It is the upper opening and under shed in traveling space, the setting of upper opening and under shed can avoid generating in track girder Unit 100 big
The accumulated snow of amount；Meanwhile power truck 500 can be described as being embedded in inside track girder 100, the center of gravity of the carrier unit of upper part
It is lower, while uniting in structure design than existing empty iron series, maintenance process can more have safety guarantee.In addition, due to this Shen
The fixed support in side please be provided supporting element 200 to track girder 100 in scheme, gained supporting element 200 itself is in height
It can decrease.Under the setting of application scheme, the track girder of the compound standard monorail traffic system of gained is in overall structure
It is relatively simple, while its material quantity is substantially reduced compared to the material quantity of existing multi-standard monorail system, is supported to track girder
The intensity requirement of part is substantially reduced.
It please refers to shown in Fig. 1-Fig. 6, Fig. 1-Fig. 6 is the various structures signal of track girder 100 provided by the embodiments of the present application
Figure；The first main body 1101 or the second main body 1102 in application scheme can be using any fashioned iron knots shown in Fig. 1-Fig. 6
Structure, such as C-type steel, H profile steel or U-shaped steel, preferable first main body 1101 and the second main body 1102 are identical formed steel constructions；Separately
Outside, the thickness of the first main body 1101 and the second main body 1102 is preferably not less than 10mm, particularly preferably 10mm-40mm.In addition, this
Apply for that the first main body 1101 and the second main body 1102 can be the formed steel construction made of hot-roll forming, in composition track girder list
When first, the first main body 1101 and the second main body 1102 can use mirror symmetry or other symmetric modes.
In addition, the first main body 1101 of application scheme middle orbit beam 100, the second main body 1102 can also be concrete
Beam.A combination thereof mode and structure etc. are referred to the combination and structure of girder steel.
It please refers to shown in Fig. 7-Fig. 8, Fig. 7-Fig. 8 is the various structures signal of supporting element 200 provided by the embodiments of the present application
Figure；Supporting element 200 in application scheme at least needs to be arranged two support portions, respectively to the first main body of track girder 100
1101, the fixed support in the outside of the second main body 1102；It can also be that supporting element 200 is provided with more than two support portions, it can be right
The fixed support of multiple track girders 100, such as when the setting of supporting element 200 is there are three when support portion, adjacent support portion can be consolidated
Surely one group of track beam element is supported, such supporting element 200 can support two groups of track beam elements simultaneously, improve supporting element
200 service efficiency, and realize the mode of two-wire transport.Particularly, multiple support portions 201, adjacent supports portion can be set
201 can fix one group of track beam element of support, further increase the service efficiency of supporting element 200, realize that a plurality of route is arranged side by side
Transport.
Supporting element used by the application can be such as Fig. 7-structure shown in Fig. 8, including column 203, cross bar 202,
Two and more than two support portions 201, adjacent supported portions are not fixedly connected on the outside of the first main body, the second main body；Institute
The upper end for stating cross bar 202 is fixedly connected with the lower end of several support portions 201, and the lower end of the cross bar 202 is fixedly connected with column 203
Upper end.
It please refers to shown in Fig. 9-Figure 10, Fig. 9-Figure 10 is supporting element 200 provided by the embodiments of the present application and track girder 100
Connected mode schematic diagram；The track girder 100 of application scheme and the junction of support portion are set to support portion top open part, open
Mouth both ends are fixedly connected with the first main body 1101 of track girder 100 and the second main body 1102 respectively, and connection type can be bolt
Connection or existing conventional mechanical connection manner, the first main body 1101 and the second main body 1102 are symmetrical arranged, the first main body 1101
And the second space between main body 1102 is traveling space, the inside in traveling space is arranged in the power truck 500；It is described
Contact EEF bogie is arranged in the lower part or middle part of first main body 1101 and the second main body 1102；The travelling wheel of power truck 500
It walks along contact EEF bogie.
It please refers to shown in Figure 11, Figure 11 is the driving channel that supporting element 200 shown in Figure 10 and track girder 100 are formed, and is passed through
Multiple track girder Unit 100 are connected with the front and back of supporting element 200, can form the driving channel of long range.
It please refers to shown in Figure 12-Figure 13,100 first main body 1101 of track girder and the second main body 1102 are connected to support
The left and right side of portion's opening, and upper opening is formed at 100 top of track girder, under shed is formed at lower part.Upper opening spacing is opened under
Mouth spacing is less than the wheelspan of the travelling wheel at 500 drive shaft both ends of power truck.Can be set above power truck 500
One carrier 301, meanwhile, the second other carrier 302 can be set below power truck 500.Setting in this way, i.e.,
It can be achieved to load two sets of carriers 300 simultaneously using same set of track girder 100 and power truck 500, and guarantee power truck
500 walk in the row of channels expert that walks that track girder 100 is formed, and effectively prevent toppling for carrier 300, ensure that carrier 300 is transported
Capable safety.Especially setting upper opening and under shed width be less than power truck drive shaft both ends travelling wheel it
Between wheelspan after, more can effectively prevent the possibility that carrier topples.
As shown in figs. 14-15, Figure 14-Figure 15 is respectively the different fortune that difference supporting element 200 shown in Figure 12-Figure 13 is formed
The driving access diagram of loading capability.Particularly, in the current parallel section of track of two or more pieces, same support can be used in conjunction with
Multiple support portions need to be arranged simultaneously in part 200, the supporting element 200.By the setting of common support part 200, supporting element 200 can be improved
Service efficiency, reduce whole material quantity.
As shown in figure 16, Figure 16 be the application embodiment compound standard monorail traffic system in actual use
Schematic diagram.Can neatly the first carrier of installation settings or the second carrier on power truck according to the actual situation, or set simultaneously
The first carrier and the second carrier are set, is mounted with container 400 above carrier.Setting in this way can increase unit materials
The carrying capacity of amount.
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 (7)
1. a kind of compound standard monorail traffic system, including track girder, power truck, carrier and supporting element, it is characterised in that:
The track girder includes several track beam elements；
The track beam element includes the first main body and the second main body disposed in parallel, between first main body and the second main body
Space formed traveling space；Preset spacing is traveling space respectively between first main body and the upper and lower part of the second main body
Upper opening and under shed；
The inside in the traveling space is arranged in the power truck, and the power truck is along traveling space walk；
Carrier includes the first carrier and the second carrier, and the upper support of the power truck connects first carrier；It is described
The second carrier is hung with below power truck；
The fixed support in the outside of the supporting element and the first main body and the second main body, and supporting element is main to the first main body and second
Body provides the support for the position that is above the ground level.
2. compound standard monorail traffic system according to claim 1, it is characterised in that: the width of upper opening and under shed
Less than the wheelspan between the travelling wheel at the drive shaft both ends of power truck.
3. compound standard monorail traffic system according to claim 1, it is characterised in that: shown supporting element include two and
More than two support portions, adjacent supported portions are not fixedly connected on the outside of the first main body, the second main body.
4. compound standard monorail traffic system according to claim 3, it is characterised in that: the supporting element include column and
Cross bar, the upper end of the cross bar are fixedly connected with the lower end of several support portions, and the lower end of the cross bar is fixedly connected with the upper end of column.
5. compound standard monorail traffic system according to claim 1, it is characterised in that: the first main body and the second main body are
Any one in girder steel or beams of concrete.
6. compound standard monorail traffic system according to claim 5, it is characterised in that: the girder steel or beams of concrete packet
Include one of upper and lower part H-type part symmetrically or non-symmetrically, U-shaped part, c-type part.
7. compound standard monorail traffic system according to claim 1, it is characterised in that: the first main body and the second main body
Contact EEF bogie is arranged in lower part or middle part；The travelling wheel of power truck is walked along contact EEF bogie.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910750363.XA CN110341726A (en) | 2019-08-14 | 2019-08-14 | A kind of compound standard monorail traffic system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910750363.XA CN110341726A (en) | 2019-08-14 | 2019-08-14 | A kind of compound standard monorail traffic system |
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| Publication Number | Publication Date |
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| CN110341726A true CN110341726A (en) | 2019-10-18 |
Family
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910750363.XA Pending CN110341726A (en) | 2019-08-14 | 2019-08-14 | A kind of compound standard monorail traffic system |
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| Country | Link |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110667604A (en) * | 2019-11-12 | 2020-01-10 | 大连海事大学 | Aerial rail car, aerial rail and aerial rail transit system |
| CN111254758A (en) * | 2020-01-20 | 2020-06-09 | 马丽萍 | Multifunctional dual-purpose light rail for mountain and city |
| CN114808558A (en) * | 2022-04-13 | 2022-07-29 | 山东启和云梭物流科技有限公司 | Composite special-shaped flange track system |
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| CN210793159U (en) * | 2019-08-14 | 2020-06-19 | 武汉新丝路快铁物流有限公司 | Composite system type monorail traffic system |
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| CN101879903A (en) * | 2010-04-23 | 2010-11-10 | 崔星生 | Ultrahigh-speed railway |
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