CN105239471B - A monorail single turnout system of a suspension type rail transit system - Google Patents
A monorail single turnout system of a suspension type rail transit system Download PDFInfo
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- CN105239471B CN105239471B CN201510725262.9A CN201510725262A CN105239471B CN 105239471 B CN105239471 B CN 105239471B CN 201510725262 A CN201510725262 A CN 201510725262A CN 105239471 B CN105239471 B CN 105239471B
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Abstract
The invention provides a monorail single turnout system of a suspension type rail transit system which can better adapt to complicated rail transit networks and realize automatic separation of turnouts. The monorail single turnout system comprises a turnout girder body having a main line and a branch line, a movable rail, a guide plate, correction rails and a locking device. The movable rail is located between the main line and the branch line; the front portion of the movable rail is installed on a first toothless slewing bearing and the movable rail is driven to swing by a first driving device. The guide plate is connected with the rear end of the movable rail through a second toothless slewing bearing. The correction rails are located between the lower side of the guide plate and the turnout girder body and are driven by a second driving device. The locking device is located on the turnout girder body and is used for locking the relative positions of the movable rail, the guide plate and the correction rails.
Description
Technical field
The present invention relates to overhead rail railway points system, more particularly to a kind of suspension type rail traffic system single track single open-type road
Trouble system.
Background technology
In recent years, developing rapidly with Chinese Urbanization construction, the pressure that Traffic Systems face also grows with each passing day,
Many cities accelerate the pace of construction of urban track traffic, and increasing subway and light railways have put into planning, built
And operational phase.But due to being restricted by factors such as geographical environment, investment pressure, freight volume demands, some small and medium-sized cities are difficult to
Propulsion, therefore the mode of suspension type rail traffic causes increasing attention, it is also more and more deeper for the systematic research
Enter.Wherein, track switch have that quantity is more, construction is complicated, service life is short, the low, maintenance that limits train speed, travel safety
The features such as putting into big, with curve, joint and referred to as three big weak links of track.
At present, the track switch research with regard to overhead rail traffic is relatively fewer, and Patents are also less.China Patent Publication No.
A kind of suspension type for realizing safe and reliable track switch commutation disclosed in the application for a patent for invention prospectus of the A of CN 103010220
Single track fast public traffic system, the system has two pulley mechanisms, and when track switch separates, lifting supporting mechanism lifts top sheave installation
Seat, top sheave is slided on upper rail, separated with lower railway, when track switch merges, the lower slope section that top sheave passes through upper rail outlet
Slide, lower sheave contact lower railway is simultaneously slided on lower railway.It is disadvantageous in that the rail network for not adapting to complexity, together
Shi Buneng bears big axle heavy train, it is impossible to which realization is automatically separated.
The content of the invention
The technical problem to be solved is to provide a kind of suspension type rail traffic system single track single open-type track switch system
System, can be well adapted for the Rail traffic network of complexity, and realizes that track switch is automatically separated.
The technical scheme that present invention solution above-mentioned technical problem is taken is as follows:
A kind of suspension type rail traffic system single track single open-type railway points system of the present invention, including with main line and branch line
Turnout junction girder main body, is characterized in that:It also includes can dynamic rail, guide plate, amendment rail and locking device;It is described can dynamic rail be located at master
Between line, branch line, its front portion is arranged on the first Non-tooth type pivoting support, is driven by first driving means and is swung;The guiding
Plate by the second Non-tooth type pivoting support with can dynamic rail rear end be connected;The amendment rail is located at guide plate lower section and turnout junction girder main body
Between, driven by the second driving means;The locking device, is arranged in turnout junction girder main body, locking can dynamic rail, guide plate, repair
Relative position between the right path.
The invention has the advantages that:Can dynamic rail, guide plate, that amendment rail and turnout junction girder main body provide train jointly is logical
The running face crossed needed for main line and spigot surface so that train crosses safe and reliable during trouble, highest can provide the axle weight more than 300 people;
Amendment rail structure reduces horizontal clearance and difference in height that can be between dynamic rail running face and turnout junction girder running face, while its lifting is dynamic
Work can improve can dynamic rail stress, locking device can realize the unblock and locking of track switch, it is ensured that track switch separates accurate;
The traffic congestion in city can effectively be alleviated, when suspension type sky rail train needs to turn to, can be realized by electric control system
Auto-steering, effectively improves switch crossing speed, while can adapt to the complicated Rail traffic network in city.
Description of the drawings
This specification includes following ten width accompanying drawing.
Fig. 1 is a kind of top view of suspension type rail traffic system single track single open-type railway points system of the invention;
Fig. 2 is a kind of structural representation of suspension type rail traffic system single track single open-type railway points system of the invention;
Fig. 3 is the enlarged diagram of local D in Fig. 2;
Fig. 4 is the second Non-tooth type revolution in a kind of suspension type rail traffic system single track single open-type railway points system of the invention
The structural representation for holding;
Fig. 5 is the profile of the line A-A along Fig. 1;
Fig. 6 is the profile of the line B-B along Fig. 1;
Fig. 7 is the profile of the line C-C along Fig. 1;
Fig. 8 be in a kind of suspension type rail traffic system single track single open-type railway points system of the invention can dynamic rail structural representation
Figure.
Fig. 9 is the structural representation that rail is corrected in a kind of suspension type rail traffic system single track single open-type railway points system of the invention
Figure.
Figure 10 is the profile of the E-E lines along Fig. 9.
Component names and corresponding mark are shown in figure:Turnout junction girder main body 1, electric control system 2, the first drive mechanism
3, can dynamic rail 4, locking device 5, correct rail 6, main line 101, branch line 102, running face 103, spigot surface 104, the first Non-tooth type return
Turn supporting 301, guide plate 401, running face 402, spigot surface 403, the second Non-tooth type pivoting support 404, stop pin 501 is electronic
Push rod 601.
Specific embodiment
With reference to the accompanying drawings and examples the present invention will be further described.
With reference to Fig. 1, Fig. 2, Fig. 3 and Fig. 4, a kind of suspension type rail traffic system single track single open-type track switch system of the present invention
System, including the turnout junction girder main body 1 with main line 101 and branch line 102, it also includes can dynamic rail 4, guide plate 401, the amendment and of rail 6
Locking device 5.It is described can dynamic rail 4 be located between main line 101, branch line 102, its front portion be arranged on the first Non-tooth type pivoting support
On 301, by first driving means 3 swing is driven.The guide plate 401 by the second Non-tooth type pivoting support 404 with can dynamic rail 4
Rear end connects.The amendment rail 6 is located between the lower section of guide plate 401 and turnout junction girder main body 1, is driven by the second driving means.Institute
Locking device 5 is stated, is arranged in turnout junction girder main body 1, the relative position that locking can be between dynamic rail 4, guide plate 401, amendment rail 6.
First driving means 3, the action of the second driving means are controlled by electric control system 2.
With reference to Fig. 5, the turnout junction girder main body 1 is the C-type steel structural beams that Open Side Down, and main line 101 is linear pattern, branch line
102 is shaped form, and its inner bottom surface is running face 103, and inner side is spigot surface 104.With reference to Fig. 7, it is described can dynamic rail 4 to fall
T-type structure, intermediate portion is divided into spigot surface 403, and both wings are running face 402.
With reference to Fig. 6 and Fig. 8, the amendment rail 6 is certain thickness steel plate, and quantity is laterally parallel arrangement of two, its
Oblique mechanism is provided below.Second driving means are the electric pushrod 601 being connected respectively with two amendment rails 6.Amendment rail 6
For reduce can be between the running face 402 of dynamic rail 4 and the running face 103 of turnout junction girder main body 1 horizontal clearance and difference in height.The repairing right path
6 while swing, while make different degrees of lifting, reach accept can dynamic rail 4 improve the purpose of its stress.Described in two
Amendment rail 6 is driven respectively by two electric pushrods 601.
With reference to Fig. 3, the first Non-tooth type pivoting support 301 includes outer shroud and inner ring, and outer shroud and inner ring circumference arranged for interval have
Rolling element, inner ring is fixedly connected with turnout junction girder main body 1, outer shroud with can dynamic rail 4, in the present invention, the first Non-tooth type pivoting support
301 ringlet is connected with the first drive mechanism 3, and the gear that first driving means 3 drive is meshed with outer shroud external tooth, so as to drive
Can dynamic rail 4 deflect.With reference to Fig. 4, two Non-tooth type pivoting supports 404 are equally made up of outer shroud inner ring and rolling element, inner ring and track switch
Beam main body 1 is fixedly connected, outer shroud connection can dynamic rail 4 and guide plate 401, guide plate 401 is with can 4 turns of dynamic rail in swing process
It is dynamic, it is adjusted to specified location.
With reference to Fig. 7, the locking device 5 is located at the outside of turnout junction girder main body 1, near the revolution of the Non-tooth type of guide plate 401 second
Support at 404, be made up of motor and the stop pin 501 being driven by it.Locking device 5 is realized by Motor drive stop pin 501
The unblock and locking of track switch
Electric control system 7 includes drive control, locking control, state-detection and manually operated etc., and and signal system
Realize it is chain, be responsible for each part of track switch is controlled and is monitored, i.e., the drop-on-demand for sending according to signal system completes track switch
The operation such as unblock, turn-out track, locking, detection, and by the status information Real-time Feedback of track switch to signal system, it is ensured that railway points system
Can run safe efficiently.
The course of work of the present invention is as follows:
When being locked at the main line 101 of turnout junction girder main body 1, can the straight sides of dynamic rail 4, guide plate 401, amendment rail 6 and road
The common train that provides of trouble beam main body 1 is by the running face and spigot surface needed for main line.When train needs to turn line, first electric
Under the control of control system 2, the locking of main line 101 is released, then the active roll of dynamic rail 4 and guide plate 401 can be driven to swing, when
Can dynamic rail 4 and guide plate 401 swing to after specified location, amendment rail 6 starts to swing, after three swings in place, by locking dress
Put 5 to be locked.Now can the camber line side of dynamic rail 4, guide plate 401, the common offer train of amendment rail 6 and turnout junction girder main body 1 lead to
Running face and spigot surface needed for branch line 102, then sends train signal by electric control system 2.
Claims (5)
1. a kind of suspension type rail traffic system single track single open-type railway points system, including with main line (101) and branch line (102)
Turnout junction girder main body (1), is characterized in that:It also includes can dynamic rail (4), guide plate (401), amendment rail (6) and locking device (5);
It is described can dynamic rail (4) between main line (101), branch line (102), its front portion be arranged on the first Non-tooth type pivoting support (301)
On, driven by first driving means (3) and swung;The guide plate (401) by the second Non-tooth type pivoting support (404) with it is movable
Rail (4) rear end connects;Amendment rail (6) is driven between guide plate (401) lower section and turnout junction girder main body (1) by second
Device drives;The locking device (5), is arranged in turnout junction girder main body (1), and locking can dynamic rail (4), guide plate (401), amendment
Relative position between rail (6).
2. a kind of suspension type rail traffic system single track single open-type railway points system as claimed in claim 1, is characterized in that:The road
Trouble beam main body (1) is the C-type steel structural beams that Open Side Down, and main line (101) is linear pattern, and branch line (102) is shaped form, inside it
Bottom surface is running face (103), and inner side is spigot surface (104).
3. a kind of suspension type rail traffic system single track single open-type railway points system as claimed in claim 2, is characterized in that:It is described can
Dynamic rail (4) is inverted T-type structure, and intermediate portion is divided into spigot surface (403), and both wings are running face (402).
4. a kind of suspension type rail traffic system single track single open-type railway points system as claimed in claim 2, is characterized in that:It is described to repair
The right path (6) is certain thickness steel plate, and quantity is laterally parallel arrangement of two, oblique mechanism is arranged below;Described second
Driving means are the electric pushrod (601) being connected respectively with two amendment rails (6).
5. a kind of suspension type rail traffic system single track single open-type railway points system as claimed in claim 4, is characterized in that:The lock
Device (5) is determined positioned at turnout junction girder main body (1) outside, near Non-tooth type pivoting support (404) place of guide plate (401) second, by electricity
Machine and the stop pin being driven by it are constituted.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510725262.9A CN105239471B (en) | 2015-09-15 | 2015-10-30 | A monorail single turnout system of a suspension type rail transit system |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
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CN2015105859035 | 2015-09-15 | ||
CN201510585903 | 2015-09-15 | ||
CN201510725262.9A CN105239471B (en) | 2015-09-15 | 2015-10-30 | A monorail single turnout system of a suspension type rail transit system |
Publications (2)
Publication Number | Publication Date |
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CN105239471A CN105239471A (en) | 2016-01-13 |
CN105239471B true CN105239471B (en) | 2017-04-19 |
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ID=55037272
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
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CN201520851115.1U Withdrawn - After Issue CN205223752U (en) | 2015-09-15 | 2015-10-30 | Single track single open -type switch system of suspension type railway traffic system |
CN201510725262.9A Active CN105239471B (en) | 2015-09-15 | 2015-10-30 | A monorail single turnout system of a suspension type rail transit system |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
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CN201520851115.1U Withdrawn - After Issue CN205223752U (en) | 2015-09-15 | 2015-10-30 | Single track single open -type switch system of suspension type railway traffic system |
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CN (2) | CN205223752U (en) |
Families Citing this family (24)
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CN205223752U (en) * | 2015-09-15 | 2016-05-11 | 中铁二院工程集团有限责任公司 | Single track single open -type switch system of suspension type railway traffic system |
CN105951542B (en) * | 2016-06-13 | 2017-11-03 | 陈刚 | Track becomes rail system |
CN106192617B (en) * | 2016-08-31 | 2017-09-12 | 中铁机械装备研究设计院(成都)有限公司 | A kind of suspension type rail turnout structure and operating method |
CN106996061B (en) | 2016-12-29 | 2019-05-17 | 比亚迪股份有限公司 | Track switch component |
CN107476145B (en) * | 2017-09-01 | 2023-05-16 | 中建空列(北京)工程设计研究院有限公司 | Suspended turnout system for suspended empty iron unilateral wheels |
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CN107620230B (en) * | 2017-10-31 | 2024-02-20 | 中铁第四勘察设计院集团有限公司 | Lifting type straddle type monorail turnout |
CN109989304B (en) * | 2017-12-29 | 2020-08-25 | 比亚迪股份有限公司 | Single-rail internal guide type turnout and rail transit system with same |
CN107757630A (en) * | 2018-01-09 | 2018-03-06 | 中铁宝桥集团有限公司 | Suspension type monorail traffic system running face overturns amendment type track switch and implementation method |
CN108238064B (en) * | 2018-02-06 | 2024-01-23 | 中铁二院工程集团有限责任公司 | Suspended type single-rail turnout movable rail switching mechanism |
CN108166338B (en) * | 2018-02-06 | 2023-07-18 | 中铁二院工程集团有限责任公司 | Compensation rail in-situ lifting type suspension monorail turnout system |
CN108642978B (en) * | 2018-04-03 | 2023-09-22 | 中铁二院工程集团有限责任公司 | Uncovered rack turnout switching mechanism |
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CN109610250A (en) * | 2018-12-29 | 2019-04-12 | 中国铁建重工集团有限公司 | Turnout for suspension type rail |
CN109680569A (en) * | 2019-01-02 | 2019-04-26 | 中国铁建重工集团有限公司 | Suspension type monorail track switch and its application method |
CN110281959B (en) * | 2019-07-29 | 2024-01-12 | 武汉新丝路快铁物流有限公司 | Switch structure and switch diversion method for suspension type rail transit 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 |
CN111172821A (en) * | 2020-01-07 | 2020-05-19 | 中铁工程设计咨询集团有限公司 | Suspension type single-rail single-shaft single-beam flat-turning turnout |
CN111172822A (en) * | 2020-01-07 | 2020-05-19 | 中铁工程设计咨询集团有限公司 | Suspension type single-rail double-shaft double-beam flat-turning turnout |
CN111235974A (en) * | 2020-01-16 | 2020-06-05 | 中铁工程设计咨询集团有限公司 | Rail transit rotating turnout for double-rail rubber-tyred vehicle |
CN111321638A (en) * | 2020-03-03 | 2020-06-23 | 中铁工程设计咨询集团有限公司 | Suspension type monorail vehicle moving platform |
CN111549588A (en) * | 2020-05-09 | 2020-08-18 | 中国铁建重工集团股份有限公司 | Rail system |
CN113212465B (en) * | 2021-05-26 | 2023-03-21 | 燕山大学 | Numerical control driving system of variable-line crossbeam and working process thereof |
CN113215874B (en) * | 2021-05-26 | 2022-03-08 | 燕山大学 | Suspension type freight three-throw turnout line-changing beam numerical control positioning locking system and working process thereof |
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CN205223752U (en) * | 2015-09-15 | 2016-05-11 | 中铁二院工程集团有限责任公司 | Single track single open -type switch system of suspension type railway traffic system |
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- 2015-10-30 CN CN201520851115.1U patent/CN205223752U/en not_active Withdrawn - After Issue
- 2015-10-30 CN CN201510725262.9A patent/CN105239471B/en active Active
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CN1511095A (en) * | 2001-03-01 | 2004-07-07 | �����¹��̹�˾ | Individual transportation system |
CN102806917A (en) * | 2011-06-05 | 2012-12-05 | 张龙其 | Overhead monorail suspended car public transportation system |
CN103010220A (en) * | 2012-12-21 | 2013-04-03 | 葛大力 | Suspension single-track rapid public traffic system for realizing safe and reliable turnout reversing |
CN203878426U (en) * | 2013-12-05 | 2014-10-15 | 中铁宝桥集团有限公司 | Monorail traffic straight and curved movable type track switch |
CN205223752U (en) * | 2015-09-15 | 2016-05-11 | 中铁二院工程集团有限责任公司 | Single track single open -type switch system of suspension type railway traffic system |
Also Published As
Publication number | Publication date |
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CN205223752U (en) | 2016-05-11 |
CN105239471A (en) | 2016-01-13 |
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