CN209043624U - A kind of rail traffic test platform - Google Patents

A kind of rail traffic test platform Download PDF

Info

Publication number
CN209043624U
CN209043624U CN201821518547.0U CN201821518547U CN209043624U CN 209043624 U CN209043624 U CN 209043624U CN 201821518547 U CN201821518547 U CN 201821518547U CN 209043624 U CN209043624 U CN 209043624U
Authority
CN
China
Prior art keywords
line
test
track
section
test run
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.)
Expired - Fee Related
Application number
CN201821518547.0U
Other languages
Chinese (zh)
Inventor
王都
闫晓春
张郧
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
East Suburb Branch Of China Railway Research Institute Group Co Ltd
Original Assignee
East Suburb Branch Of China Railway Research Institute Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by East Suburb Branch Of China Railway Research Institute Group Co Ltd filed Critical East Suburb Branch Of China Railway Research Institute Group Co Ltd
Priority to CN201821518547.0U priority Critical patent/CN209043624U/en
Application granted granted Critical
Publication of CN209043624U publication Critical patent/CN209043624U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Train Traffic Observation, Control, And Security (AREA)

Abstract

The utility model provides a kind of rail traffic test platform, ring test line, urban rail test wire, the first test run line, the second test run line and third test run line are provided on rail traffic test platform simultaneously, ring test line includes big ring test line, small ring test line and small ring multiple line, thus the rail traffic test platform of the utility model can satisfy different automobile types to the diversified test demand of different road conditions, different distance sizes, it realizes that a platform meets all kinds of test demands, has the characteristics that integrated level is high, adaptable.

Description

A kind of rail traffic test platform
Technical field
The utility model relates to technical field of rail traffic, in particular to a kind of rail traffic test platform.
Background technique
According to China railways industry existing management system regulation, novel locomotive vehicle needs needed after trial-manufacture of sample by Type approval test, confirmation performance could put into batch production after meeting design requirement.These tests will be carried out according to relevant criterion, Such as GB3315, GB3318, GB28806, GB5599, TB2360.Pilot project mainly covers traction, braking, dynamics, bow Net, electrical, noise etc..These pilot projects needs carry out under specific line condition.Usually, it draws, brake, electricity The pilot projects such as gas, noise wish the influence for reducing route factor as far as possible, and therefore, it is desirable to be tested on flat line.Highest Test speed needs to reach the design maximum rating of subject rolling stock.It also needs to draw in heavy traction or retardation test big Column load vehicle.The pilot projects such as vehicle, dynamics, bow net environment influence, communicate to vehicle, safe operation then require in straight line and It is carried out under the typical condition of the main line railways such as sharp radius curve and track switch.Highest test speed needs to be more than subject rolling stock Design maximum speed, need to reach the limit permissible velocity of the operating condition in sharp radius curve and laterally through track switch when, to Complete investigation test, audit test, reliability test.
The current route operating condition in proving ground of going in ring is constituted substantially are as follows: outmost turns are big ring, are the positive round of radius R1432m Curve, overall length 9km can meet highest test speed 180km/h.The docking for passing through two track lining points of thing in ring, can form small Ring and small ring multiple line.Wherein, small loop wire is by a part of big ring, two, thing both ends radius R1000m curve and one section of straightway structure At overall length about 8.5km, wherein straightway is flat line, and length about 755m is also equipped with 3 groups of track switches on the straightway.It is small Ring multiple line is by a part of big ring, the east radius R350m curve, western end radius R600m curve and one section of intermediate straight line section between the two It constitutes, overall length about 8.7km, wherein straightway is about 1473m, and straightway is flat slope road.
The pilot projects such as traction, the braking of locomotive are usually carried out in big ring or small loop wire, the dynamic test of rolling stock Generally carried out in small ring or small ring multiple line.Since the test wire that goes in ring at present is the level-one route that sweep is 1432 meters, big ring Superrelation on curve 125mm, no 2-3 grades transfinites, and without 300 meters or more quiet straightways, detection experimental enviroment is better than main line railway operating condition, The test of many relevant criterions can not be completed on test wire going in ring, and also need to complete test on main track, experimentation cost greatly increases Add.The Typical Routes operating condition such as existing straight line, curve, track switch, is not able to satisfy the requirement of dynamic performance testing standard defined, Without relatively stable, consistent, various route service condition.For example, rolling stock type approval test standard is needed in 2-3 grades of irregularities Under the conditions of, run under the conditions of 75km/h, and this operating condition is not arranged in the test wire that goes in ring at present for a long time.The small straight line length of ring is not Foot, it is more to operate on big ring curve circuit when the pilot projects such as being drawn, being braked, it will receive the additional of resistance due to curvature It influences.3 groups of track switches that the small ring straightway of script curtailment is laid with thereon again are divided into 5 sections, the pure straightway of longest away from From less than 300m, it is difficult to meet the service requirement of straightway in dynamic test.Route geometry is excessively smooth, contact net situation compared with It is single, it is difficult to significant excitation be constituted to subject rolling stock, differed greatly with the situation of actual trunk railway.
Summary of the invention
The main purpose of the utility model is to provide a kind of rail traffic test platforms, can be expired simultaneously with providing one kind Foot difference train carries out the platform of verification experimental verification.
To achieve the goals above, the utility model provides a kind of rail traffic test platform, including ring test line, Urban rail test wire, the first test run line, the second test run line and third test run line;Ring test line includes big ring test line, the examination of small ring Test line and small ring multiple line, the track of big ring test line is an annular, small ring test line include first straight line section track and with big ring The both ends of the ring segment track that test wire is overlapped, first straight line section track are connected by transition curve section track and big ring test line Logical, small ring multiple line includes second straight line section track and the ring segment track that is overlapped with big ring test line, second straight line section track Both ends are connected to by transition curve section track with big ring test line, second straight line section track and first straight line section parallel track and are set It is placed between first straight line section track and big ring test line;Urban rail test wire includes loop wire section track and third straightway track, The radius of ring segment track is less than big ring test line, and the both ends of third straightway track pass through transition curve section and loop wire section track Connection, third straightway track and first straight line section parallel track and be located at first straight line section track and second straight line section track it Between;First test run line is made of the 4th straightway track and curved section track, and the maximum radius of curved section track is less than loop wire section The radius of track is simultaneously placed on the inside of loop wire section track, and the second test run line is located at the 4th straightway track and first straight line section track Between, and be connected to respectively with first straight line section track and the first test run line, third test run line is located at the outside of the first test run line, Its maximum radius is greater than big ring test line, and one end is connected to big ring test line, and the other end is across big ring test line and the The curved section orbit connection of one test run line.
Further, the first test run line further includes concave section track, and the curved section track of the first test run line is arranged in concave section Inside and both ends and the curved section orbit connection of the first test run line and being centrally recessed into big ring test line.
Further, the second test run line includes the 5th straightway track, the 5th straightway track and the 4th straightway track It is arranged in parallel.
Further, traction power set is provided on the 5th straightway track.
Further, experiment bridge is provided in third test run line.
Further, experiment bridge is Reinforced Concrete Bridge of the span 4 to 16m, the prestressed concrete of span 32 to 40m TuTLiang or box girder bridge or steel plate girder bridge or steel-mix composite beam bridge.
Further, it tests on bridge and is provided with bridge performance detection device.
Further, bridge performance detection device includes intelligent force-measuring supporting seat.
Further, rail traffic test platform is small ring there are four section, test section one is tested according to turnout position The turnout that the turnout and small ring test line that small ring test line is connected to the second test run line on test wire are connected to third test run line it Between long one section of distance, test section two is third test run line, and test section three is the first test run line and the in the first test run line Distance is long between the turnout that the turnout of two test run lines connection and the first test run line are connected to third test run line one section, tests section Four be that the turnout that the second test run line is connected to small ring test line in the second test run line and the second test run line are connected to the first test run line Turnout between one section.
Using the technical solution of the utility model, ring test line, urban rail are provided on rail traffic test platform simultaneously Test wire, the first test run line, the second test run line and third test run line, ring test line include big ring test line, small ring test line With small ring multiple line, thus the rail traffic test platform of the utility model can satisfy different automobile types to different road conditions, do not go the same way The diversified test demand of Cheng great little realizes that a platform meets all kinds of test demands, has integrated level height, adaptable spy Point.
Detailed description of the invention
The accompanying drawings constituting a part of this application is used to provide a further understanding of the present invention, this is practical Novel illustrative embodiments and their description are not constituteed improper limits to the present invention for explaining the utility model. In the accompanying drawings:
Fig. 1 shows the structural schematic diagram of the rail traffic test platform of the utility model;
Fig. 2 shows the interval division schematic diagrames of the rail traffic test platform in Fig. 1.
Wherein, the above drawings include the following reference numerals:
10, ring test line;11, big ring test line;12, small ring test line;13, small ring multiple line;14, first straight line section Track;15, second straight line section track;20, urban rail test wire;21, loop wire section track;22, third straightway track;30, first Test run line;31, the 4th straightway track;32, curved section track;40, the second test run line;41, the 5th straightway track;50, Three test run lines;60, section one is tested;70, section two is tested;80, section three is tested;90, section four is tested.
Specific embodiment
It should be noted that in the absence of conflict, the features in the embodiments and the embodiments of the present application can phase Mutually combination.The utility model will be described in detail below with reference to the accompanying drawings and embodiments.
It is noted that following detailed description is all illustrative, it is intended to provide further instruction to the application.Unless another It indicates, all technical and scientific terms used herein has usual with the application person of an ordinary skill in the technical field The identical meanings of understanding.
In the present invention, in the absence of explanation to the contrary, the noun of locality used such as " upper and lower, top, bottom " is usually It is for direction shown in the drawings, or for component itself is on vertical, vertical or gravity direction;Together Sample, it for ease of understanding and describes, " inside and outside " refers to the inside and outside of the profile relative to each component itself, but the above-mentioned noun of locality is simultaneously It is not used in limitation the utility model.
To provide a kind of platform that can meet different trains simultaneously and carry out verification experimental verification, the utility model provides one kind Rail traffic test platform.
As shown in Figure 1, rail traffic test platform include ring test line 10, urban rail test wire 20, the first test run line 30, Second test run line 40 and third test run line 50, ring test line 10 include that big ring test line 11, small ring test line 12 and small ring are multiple Line 13, the track of big ring test line 11 are an annular, small ring test line 12 include first straight line section track 14 and with big ring test The both ends of the ring segment track that line 11 is overlapped, first straight line section track 14 are connected by transition curve section track and big ring test line 11 Logical, small ring multiple line 13 includes second straight line section track 15 and the ring segment track being overlapped with big ring test line 11, second straight line section The both ends of track 15 are connected to by transition curve section track with big ring test line 11, second straight line section track 15 and first straight line section Track 14 is parallel and is set between first straight line section track 14 and big ring test line 11;Urban rail test wire 20 includes loop wire section rail Road 21 and third straightway track 22, the radius of ring segment track are less than big ring test line 11, and the two of third straightway track 22 End is connected to by transition curve section with loop wire section track 21, and third straightway track 22 is parallel with first straight line section track 14 and position Between first straight line section track 14 and second straight line section track 15;First test run line 30 is by the 4th straightway track 31 and curve Section track 32 is constituted, and the maximum radius of curved section track 32 is less than the radius of loop wire section track 21 and is placed in loop wire section track 21 insides, the second test run line 40 is between the 4th straightway track 31 and first straight line section track 14, and respectively with first Straightway track 14 is connected to the first test run line 30, and third test run line 50 is located at the outside of the first test run line 30, maximum radius Greater than big ring test line 11, and one end is connected to big ring test line 11, and the other end is tried across big ring test line 11 and first The curved section track 32 of fare 30 is connected to.
Since ring test line 10, urban rail test wire 20, the first test run line are provided on rail traffic test platform simultaneously 30, the second test run line 40 and third test run line 50, ring test line 10 include big ring test line 11, small ring test line 12 and small ring Multiple line 13, thus to can satisfy different automobile types big to different road conditions, different distance for the rail traffic test platform of the utility model Small diversified test demand realizes that a platform meets all kinds of test demands, has the characteristics that integrated level is high, adaptable.
As shown in Figure 1, the first test run line 30 further includes concave section track, the curved section of the first test run line 30 is arranged in concave section The inside and both ends of track 32 are connected to the curved section track 32 of the first test run line 30 and to the central foveas of big ring test line 11 Into.Second test run line 40 includes the 5th straightway track 41, and the 5th straightway track 41 is parallel with the 4th straightway track 31 to be set It sets.It is special that heavy loading locomotive type approval test, Rolling stock performance, dynamic stress and load may be implemented in such a way that a variety of tracks combine Property and reliability test and perfect supplement EMU, Locomotive and car dynamics test working condition.
Preferably, it is provided with traction power set on the 5th straightway track 41, experiment is provided in third test run line 50 Bridge, experiment bridge be span 4 to 16m Reinforced Concrete Bridge, the PC T beam or box girder bridge of span 32 to 40m or Steel plate girder bridge or steel-mix composite beam bridge.
Preferably, it tests on bridge and is provided with bridge performance detection device, bridge performance detection device includes Intelligent force measuring branch Seat.
Test platform provided by the embodiments of the present application can be used for the test of rolling stock (standard) high speed aspect, comprehensive detection Train and profession detection vehicle vehicle maintenance, dynamic debugging, examination and calibrating function;The different radii curve of setting and reversed song Line, and different line slopes, and have the test sections such as no tiny fragments of stone, coal, etc. and Ballast track, track switch, different type bridges and culverts structure, roadbed With the systems such as traction power supply, signal of communication, can meet the needs of infrastructure test;Test can be passed through to rail traffic vehicles, The detections such as urban rail guideway irregularity, rail defects and failures calibration, the detection devices such as city rail vehicle dynamics, sharp curve rail abrasion Calibration;It can also carry out signal of communication and Train Organization compbined test.
When carrying out signal of communication and Train Organization compbined test, need to obtain in such a way that train is tracked Experimental data is taken, shown in Figure 2, there are four test section, examination according to turnout position for the rail traffic test platform of the application Testing section 1 is the turnout and small ring test line 12 that small ring test line 12 is connected to the second test run line 40 on small ring test line 12 Distance is long between the turnout being connected to third test run line 50 one section, test section 2 70 are third test run line 50, test section 3 80 be the turnout that first test run line 30 is connected to the second test run line 40 in the first test run line 30 and the first test run line 30 and third Distance is long between the turnout that test run line 50 is connected to one section, test section 4 90 are the second test run line 40 in the second test run line 40 One section between turnout that the turnout and the second test run line 40 being connected to small ring test line 12 are connected to the first test run line 30.Its In, test section 1 and test section 2 70 are long range section, can be further subdivided into according to actual tests applicable cases several Block section realizes rolling stock test, the test of train communication signal and train Tracing Experiment under the conditions of various lines.
It should be noted that term used herein above is merely to describe specific embodiment, and be not intended to restricted root According to the illustrative embodiments of the application.As used herein, unless the context clearly indicates otherwise, otherwise singular Also it is intended to include plural form, additionally, it should be understood that, when in the present specification using term "comprising" and/or " packet Include " when, indicate existing characteristics, step, work, device, component and/or their combination.
It should be noted that the description and claims of this application and term " first " in above-mentioned attached drawing, " Two " etc. be to be used to distinguish similar objects, without being used to describe a particular order or precedence order.It should be understood that using in this way Data be interchangeable under appropriate circumstances, so as to presently filed embodiment described herein can with except herein diagram or Sequence other than those of description is implemented.In addition, term " includes " and " having " and their any deformation, it is intended that cover Cover it is non-exclusive include, for example, the process, method, system, product or equipment for containing a series of steps or units are not necessarily limited to Step or unit those of is clearly listed, but may include be not clearly listed or for these process, methods, product Or other step or units that equipment is intrinsic.
The above descriptions are merely preferred embodiments of the present invention, is not intended to limit the utility model, for this For the technical staff in field, various modifications and changes may be made to the present invention.It is all in the spirit and principles of the utility model Within, any modification, equivalent replacement, improvement and so on should be included within the scope of protection of this utility model.

Claims (9)

1. a kind of rail traffic test platform characterized by comprising
Ring test line (10), the ring test line (10) include big ring test line (11), small ring test line (12) He little Huan Multiple line (13), the track of the big ring test line (11) are an annular, and the small ring test line (12) includes first straight line section rail Road (14) and the ring segment track being overlapped with the big ring test line (11), the both ends of the first straight line section track (14) pass through Transition curve section track is connected to the big ring test line (11), and the small ring multiple line (13) includes second straight line section track (15) With the ring segment track being overlapped with the big ring test line (11), the both ends of the second straight line section track (15), which passed through, writes music Line segment track is connected to the big ring test line (11), the second straight line section track (15) and the first straight line section track (14) parallel and be set between the first straight line section track (14) and the big ring test line (11);
Urban rail test wire (20), the urban rail test wire (20) include loop wire section track (21) and third straightway track (22), The radius of the ring segment track is less than the big ring test line (11), and the both ends of the third straightway track (22) passed through Line segment of writing music is connected to the loop wire section track (21), the third straightway track (22) and the first straight line section track (14) in parallel and between the first straight line section track (14) and the second straight line section track (15);
First test run line (30), the second test run line (40) and third test run line (50), first test run line (30) are straight by the 4th Line segment track (31) and curved section track (32) are constituted, and the maximum radius of the curved section track (32) is less than the loop wire section rail The radius in road (21) is simultaneously placed on the inside of the loop wire section track (21), and second test run line (40) is located at the 4th straight line Between section track (31) and the first straight line section track (14), and respectively with the first straight line section track (14) and described First test run line (30) connection, the third test run line (50) are located at the outside of first test run line (30), maximum radius Greater than the big ring test line (11), and one end is connected to the big ring test line (11), and the other end is across the big ring Test wire (11) is connected to the curved section track (32) of first test run line (30).
2. rail traffic test platform according to claim 1, which is characterized in that first test run line (30) further includes Concave section track, the concave section inside of the curved section track (32) of first test run line (30) is set and both ends with it is described The curved section track (32) of first test run line (30) is connected to and being centrally recessed into big ring test line (11).
3. rail traffic test platform according to claim 2, which is characterized in that second test run line (40) includes the Five straightway tracks (41), the 5th straightway track (41) are arranged in parallel with the 4th straightway track (31).
4. rail traffic test platform according to claim 3, which is characterized in that on the 5th straightway track (41) It is provided with traction power set.
5. rail traffic test platform according to claim 1, which is characterized in that be arranged on the third test run line (50) There is experiment bridge.
6. rail traffic test platform according to claim 5, which is characterized in that the experiment bridge is span 4 to 16m's Reinforced Concrete Bridge, the PC T beam or box girder bridge or steel plate girder bridge or steel-of span 32 to 40m mix composite beam bridge.
7. rail traffic test platform according to claim 5, which is characterized in that be provided with bridge on the experiment bridge It can detection device.
8. rail traffic test platform according to claim 7, which is characterized in that the bridge performance detection device includes Intelligent force-measuring supporting seat.
9. according to claim 1 to rail traffic test platform described in any one in 8, which is characterized in that the track is handed over Logical test platform is described on the small ring test line (12) there are four section, test section one (60) is tested according to turnout position The turnout and the small ring test line (12) and third test run line that small ring test line (12) is connected to second test run line (40) (50) one section that distance is long between the turnout being connected to, test section two (70) is third test run line (50), is tested section three (80) The turnout that is connected to for first test run line (30) on first test run line (30) with second test run line (40) and described Distance is long between the turnout that first test run line (30) is connected to third test run line (50) one section, test section four (90) is described The turnout and second examination that second test run line (40) is connected to the small ring test line (12) in second test run line (40) One section between turnout that fare (40) is connected to first test run line (30).
CN201821518547.0U 2018-09-17 2018-09-17 A kind of rail traffic test platform Expired - Fee Related CN209043624U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821518547.0U CN209043624U (en) 2018-09-17 2018-09-17 A kind of rail traffic test platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821518547.0U CN209043624U (en) 2018-09-17 2018-09-17 A kind of rail traffic test platform

Publications (1)

Publication Number Publication Date
CN209043624U true CN209043624U (en) 2019-06-28

Family

ID=67033517

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821518547.0U Expired - Fee Related CN209043624U (en) 2018-09-17 2018-09-17 A kind of rail traffic test platform

Country Status (1)

Country Link
CN (1) CN209043624U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111289272A (en) * 2020-02-26 2020-06-16 中国铁建重工集团股份有限公司 Comprehensive rail transit test platform

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111289272A (en) * 2020-02-26 2020-06-16 中国铁建重工集团股份有限公司 Comprehensive rail transit test platform

Similar Documents

Publication Publication Date Title
CN102376075B (en) Rail transit line transporting capacity evaluating method based on CBTC (Communication Based Train Control)
Efanov et al. Monitoring system of vibration impacts on the structure of overhead catenary of high-speed railway lines
Vuchic et al. An evaluation of maglev technology and its comparison with high speed rail
CN209043624U (en) A kind of rail traffic test platform
Kuwabara et al. New solution for urban traffic: small-type monorail system
Odeleye Public-private participation to rescue railway development in Nigeria
CN112161821A (en) Railway empty and heavy vehicle mixed marshalling goods train acceleration test method
Zhang et al. A review of vehicle system dynamics in the development of high-speed trains in China
CN105806639A (en) Heavy-load train calibration test platform
CN105741666A (en) Urban track traffic comprehensive experiment platform
Na et al. Life-cycle assessment of a railway electric power feeding cable for replacement planning: a case study of an electric railway in Korea
CN112297958A (en) Method for replacing whole dropper in whole anchor section of 350km/h high-speed rail contact network
Shcherbanin Some problems of Russia’s railway infrastructure
Kashapov et al. Consideration of the influence of the reliability of elements of the urban electric transport system on its bandwidth
Soejima Railway technology in Japan—challenges and strategies
Massel Experimental tracks and their role in testing of rolling stock and railway infrastructure
Maternini et al. Effects of the realization of a new tram-train system for the regeneration of urban areas. The case of the metropolitan area of Brescia
Kwok et al. Value engineering for railway construction projects: cost driver analysis
Shin et al. Incheon international airport maglev line
Lu et al. The Case for Electrifying Freight Railroads by Half-Measures: Exeunt Diesels, Cue Battery-Electrics
Sindel Strategies for meeting future capacity needs on the light rail MBTA Green Line
Tana Interoperability study of the European and Chinese railway signalling systems: case study in Ethiopia
Pintag Capital Cost and Operations of High-speed Mail System in West Germany
III et al. Upgrading railroad test track, Pueblo, Colorado
Morris Design analysis of short neutral section through dynamic modelling of performance

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190628