CN206204710U - A kind of relevant track-laying machine traveling process becomes cross-device automatically - Google Patents

A kind of relevant track-laying machine traveling process becomes cross-device automatically Download PDF

Info

Publication number
CN206204710U
CN206204710U CN201621132297.8U CN201621132297U CN206204710U CN 206204710 U CN206204710 U CN 206204710U CN 201621132297 U CN201621132297 U CN 201621132297U CN 206204710 U CN206204710 U CN 206204710U
Authority
CN
China
Prior art keywords
track
laying machine
entablature
interval
laying
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.)
Withdrawn - After Issue
Application number
CN201621132297.8U
Other languages
Chinese (zh)
Inventor
韩建东
赵文君
陈付平
刘绩
刘习生
闫进虎
傅爱民
陈再昌
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.)
Shanghai Civil Engineering Co Ltd of CREC
Huahai Engineering Co Ltd of Shanghai Civil Engineering Co Ltd of CREC
Original Assignee
Shanghai Civil Engineering Co Ltd of CREC
Huahai Engineering Co Ltd of Shanghai Civil Engineering Co Ltd of CREC
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 Shanghai Civil Engineering Co Ltd of CREC, Huahai Engineering Co Ltd of Shanghai Civil Engineering Co Ltd of CREC filed Critical Shanghai Civil Engineering Co Ltd of CREC
Priority to CN201621132297.8U priority Critical patent/CN206204710U/en
Application granted granted Critical
Publication of CN206204710U publication Critical patent/CN206204710U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model is related to subway to lay a railway track technical field of engineering machinery, and specifically a kind of relevant track-laying machine traveling process becomes cross-device automatically, including:Guide pillar type entablature, entablature guide pin bushing, supporting leg, walk cross girders, inductor and transverse-moving mechanism.The utility model compared with the existing technology, the advantage is that:Laying trapezoidal continuous transition change in advance need not use other auxiliary equipments across operation across change in interval orbit, tunnel using lifting support;The use of transition rail is aided in, main track running track is facilitated and is fast transitted to interval operation track, realize the continuous production process of track construction;Realize interval change to be taken across operation zero, be greatly saved artificial, raising speed of application;The interval running track of laying and transition rail is installed is carried out in tunnel ground, and construction cell is light and handy, it is to avoid Hoisting Security hidden danger, realized that essential safety is laid a railway track and become across operation;The change carried out in tunnel uses electric power energy operation across operation, does not produce energy pollution, has reached environmental requirement.

Description

A kind of relevant track-laying machine traveling process becomes cross-device automatically
[technical field]
The utility model is related to subway to lay a railway track technical field of engineering machinery, and specifically a kind of relevant track-laying machine is traveled across Cheng Zidong becomes cross-device.
[background technology]
Subway track-laying machine in work progress of laying a railway track in the country's has in shield operation area anaplasia across the method for using at present:1) in shield Structure top hanging raising track-laying machine, or support jacking track-laying machine is hauled using flat car in entablature bottom, track-laying machine is main Part disintegrate, then re-assembly realization become across.Using the method become across:Because track-laying machine jacking, disintegration, installation exercise are in shield Carried out in structure, narrow space, lifting jacking inconvenience dismounts cumbersome, operation difficulty, becomes and is taken a lot of work across time-consuming, inefficiency.2) lay a railway track Machine entablature sets roller hanging leg structure using single box beam flange, and hanging raising track-laying machine in shield top does not understand body component, Manually or electrically drive supporting leg assembly to drive cart walking beam to move to operation gauge along edge of a wing rail telescopic, realize becoming across work Industry.Using the method become across:Track-laying machine is in vacant state, and stability is poor, easily because the two uneven movements of side leg framework are made Into whole machine unstability, produce and swing or phenomenon of toppling, with larger potential safety hazard.3) track-laying machine entablature using single box beam guide pin bushing, Guide pillar hydraulic jack drives telescoping mechanism, and hydraulic support frame, hydraulic cylinder jacking paving are hauled using flat car in entablature bottom Trailer entablature makes whole machine vacantly depart from rail, and guide pin bushing, guide pillar entablature hydraulic-driven uphold supporting leg and realize becoming across operation.Adopt With the method become across:Hydraulic power mechanism is increased, the manufacturing cost of track-laying machine is increased and is completed, it is necessary to shut down flat car and coordinate Becoming to be increased across, although mechanization degree reduces artificial, but its cost performance declines, it is impossible to thoroughly solve to miss the stop change across work efficiency The problem at bottom, hydraulic system is higher to operating personnel's technical requirements, increases maintenance difficulty and skilled worker's cost, the leakage wind of hydraulic oil Danger can cause the interval oily pollution of construction.4) track-laying machine entablature is using double box beam guide pin bushings, the supporting leading screw silk of guide pillar stretching structure Female drive device, cart walking beam sets traversing wheel, is landed in interim traversing using the bottom low level short distance whole machine of interim jacking Orbital fashion.Such as China's number of patent application:A kind of quick traversing change of track-laying machine low level jacking disclosed in CN201410065674.X Cross-device and method, track-laying machine upper spindle screw drive device drives guide pin bushing to be slid along the guide pillar of entablature, drives supporting leg total Into walk cross girders bottom transverse move wheel along interim cross moving track rolling movement realize become across.Using the method become across:Although accelerating Become across the activity duration, reduce change across security risk, but interval become across when still to shut down, jacking, laying it is interim traversing Track, manually or electrically driving become across time-consuming to take a lot of work, it is impossible to accomplish zero time-consuming change of missing the stop across operation.
In sum, existing constructing device of laying a railway track be required in actual applications shutdown carry out different work face span turn Change, take effective track laying time, to meet the demand higher of efficiency of construction of laying a railway track, device of laying a railway track realizes that the scope of operation becomes across zero Time-consuming, as inevitable trend, therefore exploitation one kind does not need any auxiliary equipment, can traveling process become automatically across realizing making The change of industry face is time-consuming across zero, reduces largely manually, and the device of laying a railway track of energy-conserving and environment-protective is as inevitable trend.
[utility model content]
The purpose of this utility model is to solve the deficiencies in the prior art, there is provided a kind of relevant track-laying machine traveling process is automatic Become it is cross-device, during traveling by trapezoidal continuous transition become across track, top transverse-moving mechanism, inductor, transverse-moving mechanism and The cooperating syringe of supporting leg assembly, realizes that top driven by power lower wheel is automatic along the traveling process that track dynamic offsets with supporting leg Become across realizing that the scope of operation becomes time-consuming across zero.
To achieve these goals, design a kind of relevant track-laying machine traveling process and become cross-device automatically, including:On guide pillar type Crossbeam, entablature guide pin bushing, supporting leg, walk cross girders, inductor and transverse-moving mechanism, it is characterised in that track-laying machine uses guide pillar type entablature With entablature guide pin bushing slipping mechanism, supporting leg top is fixedly connected with entablature guide pin bushing bolt, and supporting leg bottom is fixed on away on cross girders, Walk cross girders rear and front end bottom and be respectively provided with inductor in running track side, transverse-moving mechanism motor is fixed on supporting leg On longeron, screw mandrel one end is connected with motor, and the other end screws in being hinged in screw on guide pillar type entablature.
Described track-laying machine bottom is provided with auxiliary transition rail, auxiliary transition rail be used for track-laying machine by main track running track become across To interval running track, auxiliary transition rail two ends are fixedly connected temporarily with main track running track, transition trapezoidal track respectively, transition Trapezoidal track crossfades into interval operation gauge, and trapezoidal mouth holds greatly the interval running track of connection.
Compared with the existing technology, combining structure novelty is feasible, the advantage is that for the utility model:
1st, it is advance to become across interval orbit in the interval trapezoidal continuous transition of laying of construction, realize that change need not across operation in tunnel Other auxiliary equipments are used using lifting support, interval change is facilitated across operation, supplementary costs input is reduced.
2nd, aid in transition rail use, facilitate main track running track and fast transit to interval operation track, realize into Withdraw from the arena the quick procedure connection of operation and track laying, realize the continuous production process of track construction.
3rd, realize it is interval become time-consuming across operation zero, be greatly saved it is artificial, greatly improve speed of application, save become across when Between, labor strength is reduced, improve efficiency of construction of laying a railway track.
4th, laying interval running track and installing transition rail is carried out in tunnel ground, and construction cell is light and handy, it is to avoid Hoisting Security hidden danger, realizes that essential safety lays a railway track change across operation.
5th, the change carried out in tunnel uses electric power energy operation across operation, does not produce energy pollution, and having reached environmental protection will Ask.
[brief description of the drawings]
Fig. 1 is the front view of the utility model device;
Fig. 2 is the left view of the utility model device;
Fig. 3 is the top view of the utility model device;
Fig. 4 is track-laying machine along main track running track operation schematic diagram;
Fig. 5 is track-laying machine by the interval construction schematic diagram of platform;
Fig. 6 is that track-laying machine main track running track becomes across schematic diagram with shield interval running track;
Fig. 7 is that track-laying machine shield interval road becomes across schematic diagram with platform interval running track;
In figure:1. the transverse-moving mechanism 4. of 2. supporting leg of guide pillar type entablature 3. is walked the entablature guide pin bushing 7. of 5. sensor of cross girders 6. and is aided in The platform interval station of running track 12. of 10. trapezoidal transition track of the interval running track of the shield of 8. main track running track of transition rail 9. 11. The platform staircase boards of platen 13..
[specific embodiment]
The utility model is described in further detail below in conjunction with the accompanying drawings, the structure and principle of this device people professional to this For be very clearly.It should be appreciated that specific embodiment described herein is only used to explain the utility model, and without In restriction the utility model.
Main technical schemes of the present utility model are to use to become across track in the interval trapezoidal continuous transition of laying of operation first, Then during traveling, top transverse-moving mechanism is according to the interval gauge change of inductor transmission being installed on away on cross girders for track-laying machine The feedback information of data, it is synchronous to drive supporting leg assembly to change with interval gauge dynamic retractility, realize top driven by power bottom car Take turns the automatic change of traveling process offset along track dynamic with supporting leg across.The realization of above-mentioned technical proposal with the following example specifically It is bright:
Embodiment 1
Track-laying machine traveling process become automatically it is cross-device as shown in Figure 1, Figure 2, Figure 3 shows, the utility model principle structural design:Paving Trailer is using guide pillar type entablature (1) and entablature guide pin bushing (6) slipping mechanism, supporting leg (2) top and entablature guide pin bushing (6) bolt It is fixedly connected, supporting leg (2) bottom is fixed on away on cross girders (4), walks cross girders (4) rear and front end bottom and distinguish in running track side Inductor at one (5) is set.Transverse-moving mechanism (3) motor is fixed on supporting leg (2) longeron, and screw mandrel one end connects with motor Connect, the other end screws in being hinged in screw on guide pillar type entablature (1).
Another Design assistant transition rail (7) is become across to interval running track for track-laying machine by main track running track (8), is aided in Transition rail (7) two ends are fixedly connected temporarily with main track running track (8), transition trapezoidal track (10) respectively, transition trapezoidal track (10) interval operation gauge is crossfaded into, trapezoidal mouth holds greatly the interval running track (9) of connection.
Embodiment 2
In track-laying machine main track running track and shield interval the running track traveling process of the present embodiment, this is automatic become across The running of device is as shown in fig. 6, concretely comprise the following steps:
1) track-laying machine is drawn by railcar to march into the arena, by main track running track (8) traveling to the scope of operation, release railcar with Connection between track-laying machine, connects whole electromechanical source, to remove and position force-bearing pin between entablature guide pin bushing (6) and guide pillar type entablature (1) Axle, installs auxiliary transition rail (7), completes to become across preceding preparation.As shown in Figure 4.
2) inductor (5) is put down, track-laying machine switches to automatic change cross-module formula, and operation track-laying machine slowly drives through and aided in Rail (7) is crossed, and is run in transition trapezoidal track (10), the rail that track-laying machine electric control system is detected according to inductor (5) Away from delta data, instruction is sent immediately, transverse-moving mechanism (3) motor drive screw drives supporting leg (2) to across outer movement, does Go out traveling process to become across action, until whole machine is travelled to shield interval running track (9).As shown in Figure 5.
3) the whole machine of track-laying machine is travelled to shield interval running track (9) completely, and stopping brake packs up inductor (5), peace Positioning load bearing pin between crossbeam guide pin bushing (6) and guide pillar type entablature (1) is loaded onto, track-laying machine switches to track laying state, completes Traveling process become across.As shown in Figure 5.
4) become across to main track running track (8) by shield interval running track (9) according to anti-procedure operation track-laying machine, carried out Whole machine is withdrawn from the arena along main track running track (8).
Embodiment 3
In the shield interval running track and platform interval running track traveling process of the present embodiment, this becomes straddle mounting automatically The running put is as shown in fig. 7, concretely comprise the following steps:
1) track-laying machine changes starting point along shield interval running track (9) traveling to gauge, and stopping brake removes entablature Positioning load bearing pin between guide pin bushing (6) and guide pillar type entablature (1).As shown in Figure 7.
2) inductor (5) is put down, track-laying machine switches to automatic change cross-module formula, and operation track-laying machine slowly sails the trapezoidal rail of transition into Road (10), the gauge delta data that track-laying machine electric control system is detected according to inductor (5) sends instruction immediately, traversing Mechanism (3) motor drive screw, drives supporting leg (2) to become across action to traveling process across interior movement, is made, until whole machine row Roll transition trapezoidal track (10) away from.
3) the whole machine of track-laying machine is sailed to becoming across on rear platform interval running track (11) completely, and stopping brake installs entablature Load bearing pin is positioned between guide pin bushing (6) and entablature (1), track-laying machine switches to track laying state, complete traveling process and become across extremely Platform interval gauge, as shown in Figure 5.
4) according to anti-procedure operation track-laying machine by platform interval running track (11) become across to shield interval running track (9) shield interval, is carried out to lay a railway track construction operation.

Claims (2)

1. a kind of relevant track-laying machine traveling process becomes cross-device automatically, including:Guide pillar type entablature, entablature guide pin bushing, supporting leg, walk Cross girders, inductor and transverse-moving mechanism, it is characterised in that track-laying machine is using guide pillar type entablature and entablature guide pin bushing slipping mechanism, branch Leg top is fixedly connected with entablature guide pin bushing bolt, and supporting leg bottom is fixed on away on cross girders, walks cross girders rear and front end bottom in fortune Row track side surfaces are respectively provided with inductor at, and transverse-moving mechanism motor is fixed on supporting leg longeron, screw mandrel one end with drive Motor connection, the other end screws in being hinged in screw on guide pillar type entablature.
2. a kind of relevant track-laying machine traveling process as claimed in claim 1 becomes cross-device automatically, it is characterised in that under track-laying machine Portion is provided with auxiliary transition rail, and auxiliary transition rail is used for track-laying machine and is become across to interval running track by main track running track, aided in Cross rail two ends to be fixedly connected temporarily with main track running track, transition trapezoidal track respectively, transition trapezoidal track crossfades into interval fortune Row gauge, trapezoidal mouth holds greatly the interval running track of connection.
CN201621132297.8U 2016-10-18 2016-10-18 A kind of relevant track-laying machine traveling process becomes cross-device automatically Withdrawn - After Issue CN206204710U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621132297.8U CN206204710U (en) 2016-10-18 2016-10-18 A kind of relevant track-laying machine traveling process becomes cross-device automatically

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621132297.8U CN206204710U (en) 2016-10-18 2016-10-18 A kind of relevant track-laying machine traveling process becomes cross-device automatically

Publications (1)

Publication Number Publication Date
CN206204710U true CN206204710U (en) 2017-05-31

Family

ID=58756843

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621132297.8U Withdrawn - After Issue CN206204710U (en) 2016-10-18 2016-10-18 A kind of relevant track-laying machine traveling process becomes cross-device automatically

Country Status (1)

Country Link
CN (1) CN206204710U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106468041A (en) * 2016-10-18 2017-03-01 中铁上海工程局集团有限公司 A kind of relevant track-laying machine traveling process automatically becomes cross-device and becomes across method
CN107988860A (en) * 2017-11-24 2018-05-04 中铁重工有限公司 A kind of rubber-tyred subway change paving machine and its become across method
WO2022001169A1 (en) * 2020-06-28 2022-01-06 中铁上海工程局集团有限公司 Highway-railway dual-purpose track-laying machine for urban rail transit engineering

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106468041A (en) * 2016-10-18 2017-03-01 中铁上海工程局集团有限公司 A kind of relevant track-laying machine traveling process automatically becomes cross-device and becomes across method
CN107988860A (en) * 2017-11-24 2018-05-04 中铁重工有限公司 A kind of rubber-tyred subway change paving machine and its become across method
CN107988860B (en) * 2017-11-24 2019-06-07 中铁重工有限公司 A kind of rubber-tyred subway changes paving machine and its becomes across method
WO2022001169A1 (en) * 2020-06-28 2022-01-06 中铁上海工程局集团有限公司 Highway-railway dual-purpose track-laying machine for urban rail transit engineering

Similar Documents

Publication Publication Date Title
CN203021883U (en) Wheel-track railway track laying unit
CN103726421B (en) Height and span adjustable track paver for metro construction
CN103074829B (en) Railway switch changing construction method and railway switch track laying unit thereof
CN104594141B (en) A kind of track paving fortune engineering truck
CN206204710U (en) A kind of relevant track-laying machine traveling process becomes cross-device automatically
CN106638185A (en) Track layer automatically changing span in advancing process and use method
CN110655015B (en) Trackless self-propelled platform car for subway tunnel maintenance
CN106468041B (en) A kind of related track-laying machine traveling process becomes cross-device automatically and becomes across method
CN110804958B (en) Whole hole beam frame changing method
CN201933415U (en) Highway and railway twin-girder bridge erection machine
CN104110002B (en) A kind of method for changing steel truss girder bridge floorings
CN110777681A (en) Whole hole roof beam trades a equipment
WO2022001169A1 (en) Highway-railway dual-purpose track-laying machine for urban rail transit engineering
CN203684019U (en) Height and span adjustable track laying machine for subway construction
CN206438353U (en) A kind of traveling process becomes across track-laying machine automatically
CN205906946U (en) Capable and wheel line combination formula tunnel tracklaying crane of rail
CN104929000A (en) Sectional railway track laying machine set and assembling method thereof
CN204608524U (en) A kind of track paving fortune engineering truck
CN207919265U (en) Suitable for covering rail plate-type ballastless track plate paver on steel truss girder bridge
CN116462103A (en) Comprehensive operation vehicle for dismounting and mounting tracks in medium-low speed magnetic levitation transportation station and working method
CN106012825A (en) Railway steel bridge overhaul machine and overhaul method thereof
CN207749373U (en) A kind of telescopic way traffic laterally withdraws multifunction operation vehicle elevation
CN105603882A (en) Continuous beam mid-span closure construction method achieving uninterrupted power of contact line and structure of method
CN214245366U (en) Movable operation platform for bridge construction
CN111364300B (en) Multifunctional construction vehicle for subway rail

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20170531

Effective date of abandoning: 20181127

AV01 Patent right actively abandoned