CN110182229A - A kind of high-strength embedded rail vehicle transportation system - Google Patents
A kind of high-strength embedded rail vehicle transportation system Download PDFInfo
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- CN110182229A CN110182229A CN201910557453.7A CN201910557453A CN110182229A CN 110182229 A CN110182229 A CN 110182229A CN 201910557453 A CN201910557453 A CN 201910557453A CN 110182229 A CN110182229 A CN 110182229A
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- 230000005484 gravity Effects 0.000 abstract description 11
- 238000000034 method Methods 0.000 description 10
- 238000010586 diagram Methods 0.000 description 8
- 239000000725 suspension Substances 0.000 description 6
- 238000013459 approach Methods 0.000 description 4
- 238000013461 design Methods 0.000 description 4
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 238000007792 addition Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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Classifications
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- 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
- B61F—RAIL VEHICLE SUSPENSIONS, e.g. UNDERFRAMES, BOGIES OR ARRANGEMENTS OF WHEEL AXLES; RAIL VEHICLES FOR USE ON TRACKS OF DIFFERENT WIDTH; PREVENTING DERAILING OF RAIL VEHICLES; WHEEL GUARDS, OBSTRUCTION REMOVERS OR THE LIKE FOR RAIL VEHICLES
- B61F9/00—Rail vehicles characterised by means for preventing derailing, e.g. by use of guide wheels
-
- 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
- E01B25/08—Tracks for mono-rails with centre of gravity of vehicle above the load-bearing rail
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Transportation (AREA)
- Railway Tracks (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
This application involves a kind of high-strength embedded rail vehicle transportation systems, including track girder, power truck, carrier and supporting element, the track girder include several track beam elements；The track beam element includes beams of concrete, and hollow traveling space is arranged in the beams of concrete, and the top of beams of concrete is provided with continuous opening, the i.e. upper opening in traveling space；The inside in the traveling space is arranged in the power truck, and the power truck is along traveling space walk；The upper support of the power truck connects the carrier, is preset with gap between carrier and the top of beams of concrete；The supporting element provides support to the track girder.Technical solution provided by the present application can reduce supporting element height and carrier unit center of gravity, and the safety is improved, lower noise, and can be avoided a large amount of accumulated snow and generate.
Description
Technical field
This application involves rail vehicle transportation fields, and in particular to a kind of high-strength embedded rail vehicle transportation system.
Background technique
Traffic system for overhead track usually may include various structures, according to the phase between track girder, power truck, carrier
Mutual positional relationship is distinguished, and can be related to straddle-type monorail, suspension type monorail.
In suspension type monorail, carrier is hung on the lower section of power truck, and power truck may be provided under track girder
Side is internal；When the lower section of track girder is arranged in power truck, track girder uses monotype beam form formula；When electronic-controlled power steering is set up
It sets at the inside of track girder, track girder generallys use the box shaped beam of bottom opening, such as application number
The patent of CN201610944898.7.
In straddle-type monorail, power truck straddle seat is in the top of track girder, while the upper support of power truck carries
Tool, track girder generally use monotype beam form formula, such as the patent of application number CN201811023548.2.
Summary of the invention
The application wishes that obtaining supporting element height reduces, and carrier unit center of gravity reduces, and the safety is improved, lower noise, and
And it can be avoided the rail vehicle transportation system that a large amount of accumulated snow generate.
In existing suspension type monorail, either power truck under or within that track girder is set, to track girder
The supporting element for providing support then needs to be fixed on the outside of track girder or is fixed on the top of track girder.Under being arranged in this way, branch
Not only height is higher for support member, and whole center of gravity increases, while increased costs.
In existing straddle-type monorail, although the height of supporting element reduces, since the design structure of its carrier unit uses
Be successively attachment rail beam, power truck and carrier from bottom to up, cause the center of gravity of entire carrier unit higher.The application
The carrier unit includes track girder, power truck and carrier.
For this purpose, design scheme proposed by the present invention advantageously accounts for the above problem, technical solution is as follows:
This application provides a kind of high-strength embedded rail vehicle transportation systems, including track girder, power truck, carrier
And supporting element, the track girder include several track beam elements；
The track beam element includes beams of concrete, and hollow traveling space, and concrete is arranged in the beams of concrete
The top of beam is provided with continuous opening, the i.e. upper opening in traveling space；
The inside in the traveling space is arranged in the power truck, and the power truck is along traveling spatial row
It walks；
The upper support of the power truck connects the carrier, between being preset between carrier and the top of beams of concrete
Gap；
The supporting element provides support to the track girder.
Compared to existing rail vehicle transportation system, the embedded rail vehicle transportation system of technical scheme offer
System is overlapped that is, from short transverse by being arranged power truck in traveling space interior and is provided with power truck and rail
Road beam, so that the center of gravity of the carrier unit of the application reduces；In the application transportation system, supporting element is arranged in track girder or track
The height of the lower section of beam element, supporting element similarly reduces.Power truck is embedded in the mode of track girder, effectively promotes to deliver
The center of gravity of unit and supporting element reduces.
The preferred embodiment that following any or several feature is composed also may be selected in application scheme.
Optionally, the lower part of beams of concrete is provided with interval or continuous opening, the i.e. under shed in traveling space.
Optionally, the lower part of beams of concrete is provided with continuous connecting plate, and lower part is equipped with discharge outlet；The width of upper opening is small
Wheelspan between the travelling wheel at the drive shaft both ends of power truck.
Optionally, the width of upper opening is less than the wheelspan between the travelling wheel at the drive shaft both ends of power truck.
Optionally, the first contact EEF bogie is arranged in the lower part or middle part of beams of concrete；Rubber tire is arranged in power truck
When travelling wheel, the first contact EEF bogie is and the matched plane rail of rubber tire；Alternatively, power truck setting steel wheel is travelling wheel
When, the first contact EEF bogie is and the matched three-dimensional rail of steel wheel.
Optionally, when power truck setting rubber tire is travelling wheel, the power truck is additionally provided with directive wheel, coagulation
Tu Liang is provided with and the matched guide surface of directive wheel.
Optionally, beams of concrete is provided with power rail, power rail be arranged between rubber tire and top or steel wheel and top it
Between.
Optionally, when power truck setting rubber tire is travelling wheel, protection wheel is provided with below carrier, beams of concrete
It is provided with above top and takes turns matched protection rail or face with protection；There are certain between default protection wheel and protection rail or face
Gap.
Optionally, the drive shaft of power truck is provided with steady wheel, and beams of concrete is provided with and the matched limit of steady wheel
Position part；
Alternatively, the top of power truck is provided with steady wheel, the steady wheel is located at the lower section on the top of beams of concrete.
Optionally, shock mount is set between supporting element and track girder.
Detailed description of the invention
Fig. 1 is the normal section schematic diagram of the high-strength embedded rail vehicle transportation system of one kind provided by the embodiments of the present application；
Fig. 2-Fig. 6 is that (carrier illustrates its chassis to carrier unit provided by the embodiments of the present application, except delivery people or the case of object
Body) various structures schematic diagram；
Fig. 7-Figure 11 is the various structures schematic diagram of Wheel/rail Match unit provided by the embodiments of the present application；
Figure 12 is the schematic diagram of application scheme middle orbit beam element；
Figure 13 is the stereoscopic schematic diagram of the high-strength embedded rail vehicle transportation system of one kind provided by the embodiments of the present application.
Specific embodiment
This programme is illustrated with specific embodiment with reference to the accompanying drawing.
Fig. 1 is the normal section schematic diagram of the high-strength embedded rail vehicle transportation system of one kind provided by the embodiments of the present application；
The embedded rail vehicle transportation system of the application, track girder 100, power truck 200, carrier 300 and supporting element 400,
The track girder 100 includes several track beam elements；
The track beam element includes beams of concrete 1101, and hollow traveling space is arranged in the beams of concrete 1101, and
And the top of beams of concrete 1101 is provided with continuous opening, the i.e. upper opening in traveling space；
The inside in the traveling space is arranged in the power truck 200, and the power truck 200 is along traveling sky
Between walk；
The upper support of the power truck 200 connects the carrier 300, and carrier 300 is upper with beams of concrete 1101
Gap is preset between portion；
The supporting element 400 provides support to the track girder 100.
Compared to existing rail vehicle transportation system, the embedded rail vehicle transportation system of technical scheme offer
System is overlapped that is, from short transverse by being arranged power truck in traveling space interior and is provided with power truck and rail
Road beam, so that the center of gravity of the carrier unit of the application reduces；In the application transportation system, supporting element is arranged in track girder or track
The height of the lower section of beam element, supporting element equally reduces.Power truck is embedded in the mode of track girder, effectively promotes delivery single
Member and the center of gravity of supporting element reduce.
In shown in Fig. 1, shock mount 500 is provided between track girder and supporting element.Application scheme middle orbit Liang Yuzhi
It can be using existing a variety of supporting way connections between support member.
The track beam element please referred to shown in Fig. 2-Fig. 6, in application scheme can be using any shown in Fig. 5-Fig. 6
Beams of concrete structure, the structure that can also be composed using beams of concrete as shown in figs 2-4, such as concreting at
C-shaped channel, H-type groove or the U-type groove of type, can also further preferably track beam element be combined by mutually isostructural beams of concrete and
At mirror symmetry or other symmetric modes can be used；In addition, the thickness of the application beams of concrete is preferably not less than 10mm,
Particularly preferably 10mm-40mm.
In addition, especially being selected in application scheme in the lower part of beams of concrete setting interval or continuous opening, i.e. traveling
The under shed in space.Under shed can be continuously, be also possible to interval；The mode that under shed is arranged is relatively beneficial to promote rail
Road Liang Zijie, noise reduction, while can effectively avoid track girder and generating accumulated snow.When the lower part of beams of concrete is provided with continuous connecting plate
When, lower part is equipped with discharge outlet；The width of upper opening is less than the wheelspan between the travelling wheel at the drive shaft both ends of power truck.If
The mode for setting discharge outlet can similarly reduce the generation of ponding.
With reference under shed 102 in application scheme width L2 be less than power truck 200 drive shaft both ends traveling
Wheelspan L3 between wheel 201, particularly, the width L1 of upper opening 101 is less than power truck 200 preferably in application scheme
Wheelspan L3 between the travelling wheel 201 at drive shaft both ends；Under the setting, gained track beam element can effectively avoid electronic-controlled power steering
The possibility that frame topples during traveling.
It please refers to shown in Fig. 2-Fig. 6；1002 position of lower part of beams of concrete 1101 or any portion of traveling space interior
Position be beams of concrete 1101 the settable first contact EEF bogie of medium position, no matter which kind of mode, all can be largely
Reduction carrier unit height of C.G..
It please refers to shown in Fig. 7-Figure 11, Fig. 7-Figure 11 is the various structures of Wheel/rail Match unit provided by the embodiments of the present application
Schematic diagram；In the application transportation system, main portions, that is, travelling wheel that power truck is walked along the first contact EEF bogie, institute
Travelling wheel 201 is stated either rubber tire 131, is also possible to steel wheel 132；In addition, can further preferred rubber tire 131 or steel wheel
132 height is flushed with the height of power truck approach, can reduce the height of C.G. of carrier unit to the greatest extent in this way.Separately
Outside, though the height of track beam element is not particularly limited, preferably, the height of track beam element can be with power truck
Height approach flush, the same whole height of C.G. for reducing carrier unit to the greatest extent.It can be said that the embedded rail of the application
Road transportation system compared to straddle-type monorail reduce carrier unit whole height of C.G. can be from the following aspects
It realizes or advanced optimizes:
1, bogie is embedded in inside track girder, and not bogie straddle seat is in the outside of track girder；The structure of straddle seat designs
It is carrier unit is track girder, power truck and carrier respectively from bottom to up, height is the sum of height of these three structures；It is interior
Embedding structure design be track girder and carrier respectively from bottom to up, height is the sum of height of both structures.
2, the height approach of the height of the travelling wheel of power truck and power truck flushes and/or track beam element
The height approach of height and power truck flush；Under such setting, lower, track girder is arranged in the height of power truck
The height setting of unit is lower, and since power truck is embedded in the inside of track beam element, after promoting the application to optimize
Scheme middle orbit beam element whole height it is lower.
It please refers to shown in Fig. 8-Fig. 9, in application scheme when power truck setting rubber tire 131 is travelling wheel 201, the
One touch EEF bogie is and the matched plane rail level of rubber tire 131；Alternatively, refering to what is shown in Fig. 7, steel wheel 132 is arranged in power truck
When for travelling wheel 201, the first contact EEF bogie is and the matched three-dimensional rail of steel wheel 132.Power truck 200 can also be set
It is equipped with directive wheel 14, beams of concrete 1101 is provided with and the matched guide surface of directive wheel 14.
Particularly, in application scheme when power truck setting rubber tire 131 is travelling wheel 201, the lower section of carrier 300
It is provided with protection wheel 15, is provided with above the top of beams of concrete 1101 and takes turns 15 matched protection rails or protection face with protection,
There are certain gaps between default protection wheel 15 and protection rail or protection face.Such setting can be in rubber tire 131 because of burst
Blow out or when breakage, protection wheel 15 can decline under the effect of gravity and with protection rail or protection face contact, effectively avoid
The possibility that carrier topples.
Particularly, it please refers to shown in Fig. 7-Fig. 9, the beams of concrete 1101 of the application is also provided with power rail 17, supplies
Electric rail 17 can be set between rubber tire 131 and top 1001 or steel wheel 132 and top 1001 between, set on power truck
It is equipped with and the matched current collection device of power rail 17；It is such setting it is possible to prevente effectively from 17 surrounding of power rail occur accumulated snow can
Energy.
In addition, please referring to shown in Figure 10-Figure 11, the drive shaft of preferable power truck is provided with surely in the application system
Fixed wheel 202, beams of concrete 1101 are provided with steadying plate 1103, and steady wheel 202 is located at the lower section of steadying plate 1103；Alternatively, power
The top of bogie is provided with steady wheel 202, and the steady wheel 202 is located at the lower section on the top 1001 of beams of concrete 1101.
Application scheme is when using embedded structure, since carrier is located at the top of track beam element, i.e. upper opening
Top position, therefore, supporting element can be fixedly connected on the lower position of track beam element completely, so that supporting element be effectively reduced
Height.
It please refers to shown in Figure 12-13, Figure 12 is the schematic diagram of application scheme middle orbit beam element；Figure 13 is embedded rail
Road transportation system；Track beam element in application scheme uses beams of concrete above-mentioned, in the beams of concrete setting
Empty traveling space, and the top of beams of concrete is provided with continuous opening, the i.e. upper opening in traveling space；
The inside in the traveling space is arranged in the power truck, and the power truck is along traveling spatial row
It walks；
The upper support of the power truck connects the carrier, between being preset between carrier and the top of beams of concrete
Gap；
The supporting element provides the support for the position that is above the ground level to the track girder.
Application scheme uses beams of concrete, and the embedded rail vehicle transportation system of gained can be high-intensitive transport system
System.
Track beam element shown in Figure 12 can be using the structure of any beams of concrete of Fig. 2-Fig. 6.In addition, will figure
Connection, can form the track girder of long range rail vehicle transportation before and after track beam element shown in 12；And several track girders
Unit can be arranged parallel.The usage mode of specific this programme track girder can refer to embedded rail vehicle transportation shown in Figure 13
System.In Figure 13, including supporting element 400, power truck, carrier 300 and track girder 100；Track girder 100 passes through supporting element
400 are above the ground level position, and track girder 100 supports power truck, and power truck is located inside and the edge of track girder 100
The traveling space walk of track girder 100, the upper support of power truck have carrier 300.
The supporting way between supporting element and track girder in application scheme can use existing conventional supporting way,
Such as bolt connection or support connect, shock mount therein is set between supporting element and track girder, and damping branch
Seat can be any one in spherical bearing or rubber support.
For application scheme for suspension type rail transportation system, the overall structure of application scheme is more simple
Just, and the height of supporting element is substantially reduced, and has cost advantage；Such as in the same carrier of transportation system height limit for height 5 from the ground
In the case where rice, the supporting element height of application scheme is lower than 5 meters, and underslung supporting element height is then at least 10 meters or more,
For entirety, for application scheme for suspension type, the height of supporting element at least reduces track girder and carrier counterpart
The sum of height of product.
In addition, application scheme is for suspension type rail transportation system, it is more advantageous in safety:
Such as when track girder needs to overhaul, service personnel, which can not have to be hung below track girder, to be overhauled；Such as work as transportation system
When there is emergency, one safe escape channel can be set in the top of supporting element, can timely evacuate related personnel.
For straddle-type monorail, the whole center of gravity of the carrier unit of application scheme reduces application scheme, can
With reference to the aforementioned detailed description reduced to carrier unit center of gravity.Others, such as noise, application scheme is compared to straddle-type list
For rail, since bogie is embedded in inside track girder, noise is significantly lower than straddle-type monorail；Such as safety, the application
For scheme for straddle-type monorail, the track girder of straddle-type monorail is usually relatively narrow, and service personnel still remains in maintenance
Risk, and application scheme service personnel can then be placed in inside track girder, safety coefficient improves.
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. a kind of high-strength embedded rail vehicle transportation system, including track girder, power truck, carrier and supporting element, special
Sign is:
The track girder includes several track beam elements；
The track beam element includes beams of concrete, and the beams of concrete is arranged hollow traveling space, and beams of concrete
Top is provided with continuous opening, the i.e. upper opening in traveling space；
The inside in the traveling space is arranged in the power truck, and the power truck is along traveling space walk；
The upper support of the power truck connects the carrier, is preset with gap between carrier and the top of beams of concrete；
The supporting element provides support to the track girder.
2. the high-strength embedded rail vehicle transportation system of one kind according to claim 1, it is characterised in that: beams of concrete
Lower part is provided with interval or continuous opening, the i.e. under shed in traveling space.
3. the high-strength embedded rail vehicle transportation system of one kind according to claim 1, it is characterised in that: beams of concrete
Lower part is provided with continuous connecting plate, and lower part is equipped with discharge outlet；The width of upper opening is less than the drive shaft both ends of power truck
Travelling wheel between wheelspan.
4. the high-strength embedded rail vehicle transportation system of one kind according to claim 2, it is characterised in that: the width of upper opening
Degree is less than the wheelspan between the travelling wheel at the drive shaft both ends of power truck.
5. the high-strength embedded rail vehicle transportation system of one kind according to claim 1, it is characterised in that: beams of concrete
The first contact EEF bogie is arranged in lower part or middle part；
When power truck setting rubber tire is travelling wheel, the first contact EEF bogie is and the matched plane rail of rubber tire；Alternatively, dynamic
Steel wheel is arranged in power bogie when being travelling wheel, and the first contact EEF bogie is and the matched three-dimensional rail of steel wheel.
6. the high-strength embedded rail vehicle transportation system of one kind according to claim 5, it is characterised in that: power truck
When setting rubber tire is travelling wheel, the power truck is additionally provided with directive wheel, and beams of concrete is provided with matched with directive wheel
Guide surface.
7. the high-strength embedded rail vehicle transportation system of one kind according to claim 5, it is characterised in that: beams of concrete is set
It is equipped with power rail, power rail is arranged between rubber tire and top or between steel wheel and top.
8. the high-strength embedded rail vehicle transportation system of one kind according to claim 5, it is characterised in that: power truck
When setting rubber tire is travelling wheel, it is provided with protection wheel below carrier, is provided with and protects above the top of beams of concrete and take turns
Matched protection rail or protection face；There are certain gaps between default protection wheel and protection rail or protection face.
9. the high-strength embedded rail vehicle transportation system of one kind according to claim 1, it is characterised in that: the power turns
The drive shaft of frame is provided with steady wheel, beams of concrete is provided with and the matched locating part of steady wheel；
Alternatively, the top of power truck is provided with steady wheel, the steady wheel is located at the lower section on the top of beams of concrete.
10. the high-strength embedded rail vehicle transportation system of one kind according to claim 1, it is characterised in that: supporting element with
Shock mount is set between track girder.
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| CN201910557453.7A CN110182229A (en) | 2019-06-25 | 2019-06-25 | A kind of high-strength embedded rail vehicle transportation system |
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| CN110481570A (en) * | 2019-09-12 | 2019-11-22 | 深圳空铁科技股份有限公司 | A kind of embedded rail vehicle transportation system |
| CN110861659A (en) * | 2019-11-08 | 2020-03-06 | 中铁工程设计咨询集团有限公司 | Guide groove type rail transit system |
| CN111169491A (en) * | 2020-01-15 | 2020-05-19 | 宋红龙 | Embedded track traffic transportation system applied to mine |
| CN112252093A (en) * | 2020-09-25 | 2021-01-22 | 国网福建省电力有限公司 | Special track for construction and transportation of power transmission line and construction method thereof |
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| CN110481570A (en) * | 2019-09-12 | 2019-11-22 | 深圳空铁科技股份有限公司 | A kind of embedded rail vehicle transportation system |
| CN110861659A (en) * | 2019-11-08 | 2020-03-06 | 中铁工程设计咨询集团有限公司 | Guide groove type rail transit system |
| CN111169491A (en) * | 2020-01-15 | 2020-05-19 | 宋红龙 | Embedded track traffic transportation system applied to mine |
| CN111169491B (en) * | 2020-01-15 | 2020-12-01 | 王永军 | Embedded track traffic transportation system applied to mine |
| CN112252093A (en) * | 2020-09-25 | 2021-01-22 | 国网福建省电力有限公司 | Special track for construction and transportation of power transmission line and construction method thereof |
| CN112252093B (en) * | 2020-09-25 | 2022-05-17 | 国网福建省电力有限公司 | Special track for construction and transportation of power transmission line and construction method thereof |
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