CN205223752U - Single track single open -type switch system of suspension type railway traffic system - Google Patents
Single track single open -type switch system of suspension type railway traffic system Download PDFInfo
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- CN205223752U CN205223752U CN201520851115.1U CN201520851115U CN205223752U CN 205223752 U CN205223752 U CN 205223752U CN 201520851115 U CN201520851115 U CN 201520851115U CN 205223752 U CN205223752 U CN 205223752U
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Abstract
The utility model provides a single track single open -type switch system of suspension type railway traffic system to complicated track traffic network can be adapted to well, and switch autosegregation is realized. Including having the switch roof beam main part of thread and branch line to and movable rail, deflector, correction rail and locking device, movable rail lies in between thread, the branch line, and its forward -mounted is on first no tooth -like slewing bearing, by drive arrangement drive swing. The deflector passes through the second not to be had tooth -like slewing bearing and is connected with movable rail rear end. Revise the rail and lie in between deflector below and the switch roof beam main part, drive by the 2nd drive arrangement. Locking device sets up in switch roof beam main part, locks the relative position between movable rail, deflector, the correction rail.
Description
Technical field
The utility model relates to overhead rail railway points system, particularly a kind of suspension type rail traffic system single track single open-type railway points system.
Background technology
In recent years, the develop rapidly of building along with Chinese Urbanization, the pressure that Traffic Systems faces also grows with each passing day, and a lot of city accelerates the pace of construction of urban track traffic, and increasing subway and light railways have dropped into planning, built and operational phase.But owing to being subject to the restriction of geographical environment, factor such as investment pressure, freight volume demand etc., some small and medium-sized cities are difficult to advance, and the mode of therefore suspension type rail traffic causes increasing attention, also more and more deep for this systematic research.Wherein, the features such as track switch has that quantity is many, complex structure, application life are short, restriction train speed, travel safety is low, maintenance has high input, with curve, joint be called three of track large weak links.
At present, the track switch research about overhead rail traffic is relatively less, and Patents is also less.A kind of suspension type monorail fast public traffic system realizing the commutation of safe and reliable track switch is disclosed in the application for a patent for invention prospectus of China Patent Publication No. CN103010220A, this system has two pulley mechanisms, when track switch is separated, lifting supporting mechanism lifts top sheave mount pad, top sheave slides on getting on the right track, and is separated with lower railway, when track switch merges, top sheave is slided by the lower slope section of outlet of getting on the right track, and lower sheave contact lower railway also slides on lower railway.Its weak point is to adapt to complicated rail network, can not bear macro-axis heavy train simultaneously, can not realize automatic separation.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of suspension type rail traffic system single track single open-type railway points system, can adapt to complicated Rail traffic network well, and realizes track switch and is automatically separated.
It is as follows that the utility model solves the problems of the technologies described above taked technical scheme:
A kind of suspension type rail traffic system single track single open-type railway points system of the present utility model, comprises the turnout junction girder main body with main line and branch line, it is characterized in that: further comprising movable rail, guide strip, correction rail and locking device; Described movable rail is between main line, branch line, and its front portion is arranged on the first Non-tooth type pivoting support, is driven swing by the first drive unit; Described guide strip is connected with movable rail rear end by the second Non-tooth type pivoting support; Described correction rail, below guide strip and between turnout junction girder main body, is driven by the second drive unit; Described locking device, is arranged in turnout junction girder main body, locks the relative position between movable rail, guide strip, correction rail.
The utility model has following beneficial effect: movable rail, guide strip, correction rail and turnout junction girder main body provide train by the running face needed for main line and spigot surface jointly, safety when making train cross trouble, reliably, the highest axle weight provided more than 300 people; Revise rail structure and decrease horizontal clearance between movable rail running face and turnout junction girder running face and difference in height, its lifting action simultaneously can improve the stress of movable rail, and locking device can realize unblock and the locking of track switch, ensures that track switch is separated accurately; Effectively can alleviate the traffic congestion in city, when the empty rail train of suspension type needs to turn to, can auto-steering be realized by electrical control system, effectively improve switch crossing speed, the Rail traffic network of city complexity can be adapted to simultaneously.
Accompanying drawing explanation
This manual comprises following ten width accompanying drawings.
Fig. 1 is the top view of a kind of suspension type rail traffic system of the utility model single track single open-type railway points system;
Fig. 2 is the structural representation of a kind of suspension type rail traffic system of the utility model single track single open-type railway points system;
Fig. 3 is the enlarged diagram of local D in Fig. 2;
Fig. 4 is the structural representation of the second Non-tooth type pivoting support in a kind of suspension type rail traffic system of the utility model single track single open-type railway points system;
Fig. 5 is the sectional drawing along A-A line in Fig. 1;
Fig. 6 is the sectional drawing along B-B line in Fig. 1;
Fig. 7 is the sectional drawing along C-C line in Fig. 1;
Fig. 8 is the structural representation of movable rail in a kind of suspension type rail traffic system of the utility model single track single open-type railway points system.
Fig. 9 is the structural representation revising rail in a kind of suspension type rail traffic system of the utility model single track single open-type railway points system.
Figure 10 is the sectional drawing along E-E line in Fig. 8.
Component names shown in figure and corresponding mark: turnout junction girder main body 1, electrical control system 2, the first driving mechanism 3, movable rail 4, locking device 5, revises rail 6, main line 101, branch line 102, running face 103, spigot surface 104, first Non-tooth type pivoting support 301, guide strip 401, running face 402, spigot surface 403, second Non-tooth type pivoting support 404, stop pin 501, electric pushrod 601.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is 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 railway points system of the present utility model, comprise the turnout junction girder main body 1 with main line 101 and branch line 102, it also comprises movable rail 4, guide strip 401, revises rail 6 and locking device 5.Described movable rail 4 is between main line 101, branch line 102, and its front portion is arranged on the first Non-tooth type pivoting support 301, drives swing by the first drive unit 3.Described guide strip 401 is connected with movable rail 4 rear end by the second Non-tooth type pivoting support 404.Described correction rail 6, below guide strip 401 and between turnout junction girder main body 1, is driven by the second drive unit.Described locking device 5, is arranged in turnout junction girder main body 1, locks the relative position between movable rail 4, guide strip 401, correction rail 6.The action of the first drive unit 3, second drive unit is controlled by electrical control system 2.
With reference to Fig. 5, described turnout junction girder 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, and its inner bottom surface is running face 103, and inner side is spigot surface 104.With reference to Fig. 7, described movable rail 4 is inverted T shape structure, and intermediate portion is divided into spigot surface 403, and both wings are running face 402.
With reference to Fig. 6 and Fig. 8, described correction rail 6 is certain thickness steel plate, and quantity is two of laterally parallel setting, arranges oblique mechanism below it.Described second drive unit is the electric pushrod 601 be connected respectively with two correction rails 6.Revise rail 6 for reducing horizontal clearance between movable rail 4 running face 402 and turnout junction girder main body 1 running face 103 and difference in height.While correction rail 6 swings, do lifting in various degree simultaneously, reach and accept the object that movable rail 4 improves its stress.Two described correction rails 6 are driven respectively by two electric pushrods 601.
With reference to Fig. 3, first Non-tooth type pivoting support 301 comprises outer shroud and inner ring, outer shroud and inner circumference are furnished with rolling element to interval, inner ring is fixedly connected with turnout junction girder main body 1, outer shroud and movable rail 4, in the present invention, the ringlet of the first Non-tooth type pivoting support 301 is connected with the first driving mechanism 3, the gear that first drive unit 3 drives is meshed with outer shroud external tooth, thus drives movable rail 4 to deflect.With reference to Fig. 4, two Non-tooth type pivoting supports 404 are made up of outer shroud inner ring and rolling element equally, and inner ring is fixedly connected with turnout junction girder main body 1, and outer shroud connects movable rail 4 and guide strip 401, and in swing process, guide strip 401 rotates with movable rail 4, adjusts to assigned address.
With reference to Fig. 7, described locking device 5 is positioned at outside turnout junction girder main body 1, near guide strip 401 second Non-tooth type pivoting support 404 place, forms by motor with by the stop pin 501 of its driving.Locking device 5, by motor driven latch rationed marketing 501, realizes unblock and the locking of track switch
Electrical control system 7 comprises drived control, locking control, state-detection and manual operation etc., and realize chain with signal system, be responsible for controlling each parts of track switch and monitoring, namely according to the drop-on-demand that signal system sends, complete the operations such as the unblock of track switch, turn-out track, locking, detection, and by the status information Real-time Feedback of track switch to signal system, ensure that railway points system can run safely, efficiently.
The course of work of the present utility model is as follows:
When main line 101 place of turnout junction girder main body 1 is locked in, movable rail 4 straight sides, guide strip 401, correction rail 6 provide train by the running face needed for main line and spigot surface with turnout junction girder main body 1 jointly.When train needs to turn line, first under the control of electrical control system 2, remove the locking of main line 101, then movable rail 4 active roll drive guide strip 401 to swing, after movable rail 4 and guide strip 401 swing to assigned address, revise rail 6 to start to swing, after three's swing puts in place, be locked by locking device 5.Now movable rail 4 camber line side, guide strip 401, revise rail 6 and turnout junction girder main body 1 and jointly provide train to lead to running face needed for branch line 102 and spigot surface, then send train signal by electrical control system 2.
Claims (5)
1. a suspension type rail traffic system single track single open-type railway points system, comprises and has main line
(101) and the turnout junction girder main body (1) of branch line (102), it is characterized in that: further comprising movable rail (4), guide strip (401), revise rail (6) and locking device (5); Described movable rail (4) is positioned between main line (101), branch line (102), and its front portion is arranged on the first Non-tooth type pivoting support (301), is driven swing by the first drive unit (3); Described guide strip (401) is connected with movable rail (4) rear end by the second Non-tooth type pivoting support (404); Described correction rail (6) is positioned between guide strip (401) below and turnout junction girder main body (1), is driven by the second drive unit; Described locking device (5), is arranged in turnout junction girder main body (1), locks the relative position between movable rail (4), guide strip (401), correction rail (6).
2. a kind of suspension type rail traffic system single track single open-type railway points system as claimed in claim 1, it is characterized in that: described turnout junction girder main body (1) is the C-type steel structural beams that Open Side Down, main line (101) is linear pattern, branch line (102) is shaped form, its inner 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, it is characterized in that: described movable rail (4) is inverted T shape structure, 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: described correction rail (6) is certain thickness steel plate, and quantity is horizontal parallel two of arranging, and arranges oblique mechanism below it; Described second drive unit is the electric pushrod (601) be connected respectively with two correction rails (6).
5. a kind of suspension type rail traffic system single track single open-type railway points system as claimed in claim 4, it is characterized in that: described locking device (5) is positioned at turnout junction girder main body (1) outside, near guide strip (401) second Non-tooth type pivoting support (404) place, form by motor with by the stop pin of its driving.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201520851115.1U 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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CN2015105859035 | 2015-09-15 | ||
CN201510585903 | 2015-09-15 | ||
CN201520851115.1U 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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CN205223752U true CN205223752U (en) | 2016-05-11 |
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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 |
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CN201510725262.9A Active CN105239471B (en) | 2015-09-15 | 2015-10-30 | A monorail single turnout system of a suspension type rail transit system |
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Cited By (7)
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CN105239471A (en) * | 2015-09-15 | 2016-01-13 | 中铁二院工程集团有限责任公司 | A monorail single turnout system of a suspension type rail transit system |
CN106192617A (en) * | 2016-08-31 | 2016-12-07 | 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 operational approach |
CN107620230A (en) * | 2017-10-31 | 2018-01-23 | 中铁第四勘察设计院集团有限公司 | A kind of lifting type Riding-type Monorail Switch |
CN107724193A (en) * | 2017-09-30 | 2018-02-23 | 中铁宝桥集团有限公司 | Split type track switch beam body and implementation method |
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 |
CN108411717A (en) * | 2018-05-18 | 2018-08-17 | 中铁山桥集团有限公司 | A kind of movable head switch structure applied to suspension type sky rail train system |
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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 |
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CN102806917A (en) * | 2011-06-05 | 2012-12-05 | 张龙其 | Overhead monorail suspended car public transportation system |
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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 |
-
2015
- 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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CN105239471A (en) * | 2015-09-15 | 2016-01-13 | 中铁二院工程集团有限责任公司 | A monorail single turnout system of a suspension type rail transit system |
CN105239471B (en) * | 2015-09-15 | 2017-04-19 | 中铁二院工程集团有限责任公司 | A monorail single turnout system of a suspension type rail transit system |
CN106192617A (en) * | 2016-08-31 | 2016-12-07 | 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 operational approach |
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CN107620230A (en) * | 2017-10-31 | 2018-01-23 | 中铁第四勘察设计院集团有限公司 | A kind of lifting type Riding-type Monorail Switch |
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CN108411717A (en) * | 2018-05-18 | 2018-08-17 | 中铁山桥集团有限公司 | A kind of movable head switch structure applied to suspension type sky rail train system |
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CN105239471B (en) | 2017-04-19 |
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Legal Events
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
AV01 | Patent right actively abandoned | ||
AV01 | Patent right actively abandoned |
Granted publication date: 20160511 Effective date of abandoning: 20170419 |