CN107190597A - A kind of Ballast track quick multifunctional construction equipment - Google Patents
A kind of Ballast track quick multifunctional construction equipment Download PDFInfo
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- CN107190597A CN107190597A CN201710593919.XA CN201710593919A CN107190597A CN 107190597 A CN107190597 A CN 107190597A CN 201710593919 A CN201710593919 A CN 201710593919A CN 107190597 A CN107190597 A CN 107190597A
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- track
- ramming
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- equipment
- ballast
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- 238000010276 construction Methods 0.000 title claims abstract description 97
- 238000009432 framing Methods 0.000 claims abstract description 34
- 238000005259 measurement Methods 0.000 claims abstract description 18
- 238000003780 insertion Methods 0.000 claims abstract description 11
- 230000037431 insertion Effects 0.000 claims abstract description 11
- 230000009183 running Effects 0.000 claims description 33
- 239000010720 hydraulic oil Substances 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 230000033228 biological regulation Effects 0.000 claims description 2
- 239000005417 food ingredient Substances 0.000 claims 1
- 235000013324 preserved food Nutrition 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 abstract description 7
- 239000000463 material Substances 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 21
- 238000012544 monitoring process Methods 0.000 description 9
- 238000004590 computer program Methods 0.000 description 8
- 238000013461 design Methods 0.000 description 8
- 230000000694 effects Effects 0.000 description 8
- 238000005516 engineering process Methods 0.000 description 8
- 239000003245 coal Substances 0.000 description 6
- 238000005183 dynamical system Methods 0.000 description 6
- 239000012634 fragment Substances 0.000 description 6
- 239000004575 stone Substances 0.000 description 6
- 238000004458 analytical method Methods 0.000 description 5
- 238000001514 detection method Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 238000012806 monitoring device Methods 0.000 description 4
- 238000004891 communication Methods 0.000 description 3
- 230000005611 electricity Effects 0.000 description 2
- 230000008676 import Effects 0.000 description 2
- 230000006698 induction Effects 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 238000011022 operating instruction Methods 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- 241001269238 Data Species 0.000 description 1
- 241001669679 Eleotris Species 0.000 description 1
- 238000012300 Sequence Analysis Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000003921 oil Substances 0.000 description 1
- 238000007639 printing Methods 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B27/00—Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
- E01B27/12—Packing sleepers, with or without concurrent work on the track; Compacting track-carrying ballast
- E01B27/20—Compacting the material of the track-carrying ballastway, e.g. by vibrating the track, by surface vibrators
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C15/00—Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2203/00—Devices for working the railway-superstructure
- E01B2203/12—Tamping devices
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2203/00—Devices for working the railway-superstructure
- E01B2203/16—Guiding or measuring means, e.g. for alignment, canting, stepwise propagation
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- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Abstract
The present invention discloses a kind of Ballast track quick multifunctional construction equipment, including main framing and support frame, and support frame bottom is provided with the hydraulic pressure rail clamping device for clamping rail;The lifting combination supporting leg being arranged on main framing includes movable support rod and supporting leg hydraulic jack, and movable support rod includes the vertical leg for being used to equipment and rail being integrally lifted up, and the diagonal brace supporting leg that equipment and rail are integrally offset to the left or to the right;Also include the combination unit that vibrates being suspended to by link on main framing crossbeam, the combination unit that vibrates includes multiple reduction hydraulic jacks made firm by ramming and be provided with rod, link for controlling and adjusting the depth for making rod insertion railway ballast firm by ramming.The present invention by Ballast track railway roadbed construct accurate measurement, play track lining and making firm by ramming and combine together, realize Quick mechanical and be turned into industry, greatly reduce the input of personnel, goods and materials and equipment, improve production efficiency, construction cost is reduced, the requirement of Ballast track railway roadbed construction quality has been reached.
Description
Technical field
The present invention relates to Ballast track technical field of construction equipment, specially a kind of Ballast track quick multifunctional construction is set
It is standby.
Background technology
The accurate measurement of Ballast track railway roadbed engineering, track lifting, track lining and make construction technology and plant equipment sample at home and abroad firm by ramming
Formula is more, is analyzed according to current existing construction technology:Carried out more than Ballast track railway roadbed engineering using traditional construction technology
Construction, is raised track using MDZ Operation Vans group, track lining, makes firm by ramming and stablize construction operation, and the car group structural style is larger, again,
Rail and sleeper are easily damaged during construction, because build is long, is unfavorable for track switch, safety line and to short distance Ballast tracks such as hair lines
Railway roadbed is constructed, and track switch, safety line and to railway roadbed construction is individually carried out using hand fit's mini-plant more than hair line, so as to increase
Railway roadbed engineering construction workload, causes the construction period not to be protected, and greatly increases construction cost and later period maintenance expense,
And work progress quality safety is difficult to control to.
Analyzed according to the input situation of live human resources:Large area railway roadbed engineering is carried out using traditional construction technique
During construction, because construction work amount is big, to ensure railway roadbed engineering construction safety quality and construction speed, substantial amounts of people need to be put into
Power, material resources and big mini-plant carry out coordinating big machine to support progress railway roadbed construction.
The content of the invention
Therefore, in order to reduce construction cost, accelerating construction progress, production efficiency is improved, for Ballast track railway roadbed engineering
Construction carries out the development work of quick multifunctional construction equipment, divides by live practice of construction situation and to traditional construction technique
Analysis, summary are studied, and the present invention provides a kind of Ballast track quick multifunctional construction equipment.Technical scheme is as follows:
A kind of Ballast track quick multifunctional construction equipment, including horizontally disposed rectangle main framing, main framing front-end and back-end
Crossbeam both sides on be respectively equipped with support frame, support frame bottom is provided with the hydraulic pressure rail clamping device for clamping rail;Also
Supporting leg is combined in multigroup lifting being supported on railway ballast face including being arranged on main framing, and lifting combination supporting leg includes movable supporting
Bar and the supporting leg hydraulic jack being arranged on movable support rod;Movable support rod includes being used for integrally carrying equipment and rail upwards
The vertical leg raised track is risen, and equipment and rail entirety are offset to the diagonal brace supporting leg for carrying out track lining to the left or to the right;Also wrap
Include the combination unit that vibrates being suspended to by link on main framing crossbeam, the combination unit that vibrates include it is multiple make rod firm by ramming, connect
The reduction hydraulic jack for controlling and adjusting the depth for making rod insertion railway ballast firm by ramming is provided with frame, rod upper end is made firm by ramming and is provided with use
The motor of frequency is made firm by ramming in control.
Further, it is equipped with reduction electronics between the support frame of rear end two between the support frame of main framing front end two
Track forces.
Further, in addition to running gear, running gear includes control device, running gear and power set;Control
Device processed is used to control running gear and power set;Running gear includes the road wheel for being arranged on main framing priority;Power is filled
Put diesel-driven generator and total hydraulic jack including providing kinetic energy for running gear.
Further, in addition to precision measurement system, precision measurement system includes mechanical prism and total powerstation;Mechanical rib
Mirror includes the prism head that is fixed on automatic hydraulic support frame, and mechanical prism has two groups, be respectively arranged in before equipment left end and
Right-hand member afterwards;Total powerstation and automatic hydraulic support frame pass through remote control control.
Further, the hydraulic pressure rail clamping device includes the railway clamp being folded on rail, and railway clamp passes through adjustable
Hydraulic jack regulation is clamped or unclamped.
Further, the main framing crossbeam is respectively used to smash provided with longitudinally running track and horizontal running track
Gu rod does longitudinal shift and transverse shift.
Further, the depth of the vibration frequency for making rod firm by ramming for collecting and insertion railway ballast is additionally provided with the link
Inductor.
The beneficial effects of the invention are as follows:The present invention by Ballast track railway roadbed construct accurate measurement, rise track lining and making firm by ramming melt for
The novel and multifunctional construction equipment that one is constructed, by coming into operation for the equipment, is realized in Ballast track railway roadbed work
Journey large-area construction Quick mechanical is turned into industry, because the equipment is small, and construction is flexible, goes out, Ye Ke road outer in main track construction
Trouble, safety line, to the construction of hair line and big machine parking line etc. position there is identical effect, equally valid reach disposably apply
The effect of work shaping, computer is preserved to the various data collected in work progress, filed, is easy in later stage railway roadbed engineering
Quality examination, examination;The equipment not only greatly reduces the input of operating personnel, goods and materials and equipment in work progress, carries again
High production efficiency, reduces construction cost, full powers instead of the construction technology that traditional big machine supports construction, be effectively accomplished simultaneously
The requirement of Ballast track railway roadbed construction quality.
Brief description of the drawings
Fig. 1 is the plan of Ballast track quick multifunctional construction equipment of the present invention.
The profile that Fig. 2 is A-A and H-H in Fig. 1.
Fig. 3 is the structural representation of mechanical prism.
The profile that Fig. 4 is B-B and G-G in Fig. 1.
The profile that Fig. 5 is C-C and F-F in Fig. 1.
The profile that Fig. 6 is D-D and E-E in Fig. 1.
The profile that Fig. 7 is I-I and M-M in Fig. 1.
The profile that Fig. 8 is J-J and L-L in Fig. 1.
The profile that Fig. 9 is K-K in Fig. 1.
In figure:1- main framings;2- rail;3- machinery prisms;31- prism heads;32- automatic hydraulic support frames;4- lifting groups
Close supporting leg;41- supporting leg hydraulic jacks;42- movable support rods;5- hydraulic pressure rail clamping devices;51- adjustable hydraulic compressing cylinders;52- tracks
Folder;6- vibrates combination unit;61- makes rod firm by ramming;62- motors;63- reduction hydraulic jacks;The longitudinally running tracks of 7-;8- is laterally run
Track;9- sleepers;10- body frame telescopic ends;11- reduction Electronic track forces;The 12- bottoms tiny fragments of stone, coal, etc.;13- mends the tiny fragments of stone, coal, etc..
Embodiment
The present invention is described in further details with specific embodiment below in conjunction with the accompanying drawings.As shown in figure 1, one kind has tiny fragments of stone, coal, etc. rail
On road quick multifunctional construction equipment, including horizontally disposed rectangle main framing 1, the crossbeam both sides of the front-end and back-end of main framing 1
Support frame is respectively equipped with, support frame bottom is provided with the hydraulic pressure rail clamping device 5 for clamping rail 2;Also include being arranged on
The lifting combination supporting leg 4 that multigroup on main framing 1 is supported on railway ballast face, lifting combination supporting leg 4 include movable support rod 42 and
It is arranged on the supporting leg hydraulic jack 41 on movable support rod 42;Movable support rod 42 is included for equipment and rail is integrally upward
The vertical leg raised track is lifted, and equipment and rail entirety are offset to the diagonal brace supporting leg for carrying out track lining to the left or to the right;Also
Including the combination unit 6 that vibrates being suspended to by link on the crossbeam of main framing 1, the combination unit 6 that vibrates makes rod firm by ramming including multiple
61, the reduction hydraulic jack 63 for controlling and adjusting the depth for making the insertion railway ballast of rod 61 firm by ramming is provided with link, rod is made firm by ramming
61 upper ends are provided with the motor 62 for making frequency firm by ramming for control.
Accurate measurement that the equipment constructs Ballast track railway roadbed, track lifting, track lining and make firm by ramming to combine together and constructed, root
Different controls are carried out according to different working procedures.Equipment is divided into:Structural framework system, operating room, dynamical system, running gear,
Precision measurement system, rise track lining system, make system, monitoring device system, hydraulic system and automation control system firm by ramming.Its each
The working method of system and effect are as follows:
Structural framework system:Set using a formula skeleton is hung in the middle of front and rear support, structural framework is by main framing 1 and support frame group
Into, the front and back end of equipment connects support frame upper end, lower end by the sill of main framing 1 and played a supporting role on rail, in
Between suspend other constructing devices in midair, main framing 1 and support frame are all assemblied to form by steel construction, its front and back end main framing and
The joint of support frame sets reduction hydraulic jack, reduction Electronic track forces 11 is set also in the middle of support frame, such as Fig. 2 institutes
Show, reduction Electronic track forces 11 can detect gauge at any time, be easy to control gauge, be more convenient equipment from main track to track switch, to hair line and
Safety line carries out construction operation.
Operating room:It is made up of control device, computer control system and display monitoring system;Control device major control
Manage the running gear, dynamical system and hydraulic system of the quick multifunctional construction equipment;Computer control system and display are supervised
Control system will manage control precision measurement system, play track lining system, make system, monitoring device system and hydraulic system firm by ramming;Display
Monitoring system shows the running situation of each process construction parameter, the data of detection and equipment by CRT pictures, is easy to
Operating personnel can carry out recalling CRT pictures at any time controlling the operation of each device.
Dynamical system:It is made up of, is generated electricity using diesel-driven generator by kinetic energy diesel-driven generator, total motor and each separated motor
It is converted into electric energy, then kinetic energy is converted into for equipment by total hydraulic jack by electric energy and power is provided, equipment is walked, while to set
Standby total motor and separated motor provide electric energy, and each separated motor is controlled by total motor, each device of equipment is normally run.
Running gear:It is made up of control device, running gear and power set, in control device setting and operating room,
Running gear and power set are can control using operation button;Running gear is attached with main framing, in order to suitable for there is the tiny fragments of stone, coal, etc.
Ballast bed of track is constructed, and ensures equipment walking safety, in steel construction main framing 2 road wheels of forward and backward each setting.In construction
When, to ensure equipment walking required precision, walked using hydraulic-pressure control apparatus;After the completion of construction, produced using generator band
Electric energy drive equipment walking, power set mainly for running gear provide kinetic energy by diesel-driven generator and total hydraulic jack,
Transmitted by a series of power, finally pass to the process of the whole mechanical arrangement of road wheel.
Precision measurement system:It is made up of prism first 31, automatic hydraulic support frame 32 and total powerstation.As shown in figure 3, prism
First 31 are arranged on automatic hydraulic support frame 32, and prism leveling, prism arrangement are reached by the hydraulic pressure supporting leg that automatically adjusts
Device is arranged in a crossed manner on main framing entablature top, and one is arranged on left end before equipment, and another is arranged on rear right-hand member.In measurement people
When member is using total station survey, it is easy to check, checks whether equipment main framing structure meets the requirements;And in survey crew by whole station
Instrument is set up, leveling, after the completion of check and backsight, filled total powerstation and computer and Remote using LAN
The supporting connection of progress is put, carrying out control total powerstation at any time by computer or remote control device measures, and utilizes calculating
Machine can control automatic hydraulic support and carry out leveling prism, convenient that measurement accuracy requirement is effectively reached in work progress.
Play track lining system:It is made up of each 3 liftings combination supporting leg in front and rear left, center, right, hydraulic pressure retaining clip rail.Such as
Shown in Fig. 4, lifting combination supporting leg includes supporting leg hydraulic jack 41 and movable support rod, and movable support rod 42 includes being used for equipment
The vertical leg raised track integrally is lifted up with rail, and the overall skew to the left or to the right of equipment and rail is subjected to track lining
Diagonal brace supporting leg.In work progress, its upper side load is unloaded, combined the unit first with hydraulic pressure retaining clip rail by rail
Clamp, each 3 liftings combination supporting leg in left, center, right, which is supported on railway ballast face, before and after recycling integrally lifts equipment and rail, reaches
The effect of track lifting.If track lining need to be carried out, reduction is carried out using the hydraulic jack in diagonal brace supporting leg, make equipment it is overall to the left or to
Line displacement is entered on the right side, reaches the effect of track lining.As shown in figure 5, hydraulic pressure rail clamping device 5 includes the railway clamp 52 being folded on rail 2,
Railway clamp 52 is adjusted by adjustable hydraulic compressing cylinder 51 to be clamped or unclamps.Hydraulic pressure retaining clip rail combination unit in railway clamp rise dial
Folder rail can be carried out during road, and in normal walking or other plant runnings, guard rail can be carried out, it is to avoid rail is damaged in work progress
Road.
Make system firm by ramming:As shown in Figure 6 and Figure 7, in addition to by link it is suspended to the combination of vibrating on the crossbeam of main framing 1
Device 6, the combination unit 6 that vibrates include it is multiple make firm by ramming to be provided with rod 61, link make rod 61 firm by ramming for controlling and adjusting and insert
The reduction hydraulic jack 63 of the depth of railway ballast, makes the upper end of rod 61 firm by ramming and is provided with the motor 62 for making frequency firm by ramming for control.This implementation
Example carries out railway roadbed railway ballast using plug-in type tamper and made firm by ramming, and the equipment, which is set, to be installed eight groups of two row totally 16 plug-in types are made rod firm by ramming and hanged
Hang on main framing crossbeam.Each 3 sections of 2 rows are set before and after main framing entablature, is easy to make rod firm by ramming and vertically moves, in lateral connection
Each 4 sections of 2 rows horizontal running track is set on frame, is easy to make rod transverse shifting firm by ramming, when making railway ballast firm by ramming, full side can be vertically and horizontally moved
Make railway ballast firm by ramming in position.Construct for convenience, it is each 4 groups before and after a small group totally 2 rows to set 2 plug-in types to make rod firm by ramming, in horizontal operation
Rail inferior portion connects 1 adjustable hydraulic compressing cylinder to adjust the height that 2 plug-in types make rod firm by ramming, controls and adjust to make rod insertion firm by ramming
The depth of railway ballast;Set 1 motor control 1 to make caput firm by ramming, in construction, received using the inductor on link
Collection makes the vibration frequency of rod and the depth of insertion railway ballast firm by ramming, often row make firm by ramming rod to make frequency firm by ramming consistent with insertion depth, can be in CRT
Picture individually shows analog picture, and is configured layering to make frequency firm by ramming first big after small), when the vibration frequency for making every layer of rod firm by ramming reaches
To computer installation predetermined value when, computer would automatically turn on adjustable hydraulic compressing cylinder and ascend into next layer and smash
Gu, during making firm by ramming, computer can be automatically adjusted according to the data being collected into vibration frequency and insertion railway ballast depth,
It is effectively accomplished design specification requirement.
Monitoring device system:It is made up of various sensing devices, data communication apparatus, sensing reception processing device and data are defeated
Send machine to be arranged on operating room, and connect computer;And in structural framework system, operating room, dynamical system, running gear, precision
Measuring system, the keypoint part for playing track lining system, making each system such as system firm by ramming are separately provided various sensors, and each system passes through
Data communication apparatus independently collects required all kinds of induction installation Monitoring Datas, and is delivered in computer, is received by computer
The data of collection are analyzed, Document Solution, and send corresponding instruction, control device operation.
Hydraulic system:Including dynamical element, executive component, control element, auxiliary element and hydraulic oil, hydraulic system is divided into
Total hydraulic oil pump, variable pump, distributing valve and each adjustable point of hydraulic oil pump composition, total hydraulic oil is controlled by computer program
Pump, variable pump, distributing valve and each adjustable point of hydraulic oil pump are operated, structural framework system, dynamical system, Running System
System, precision measurement system, the hydraulic means for playing track lining system, making firm by ramming in each system such as system are independently arranged, individually controlled,
During construction, run according to the hydraulic means that working procedure computer would automatically turn on each system.
Automation control system:Constructed according to a kind of Ballast track quick multifunctional construction equipment in Ballast track railway roadbed
Technique and process production management characteristic analysis, automation control system must are fulfilled for detection to field equipment state, each dress
Control and the display of Technical innova- tion, the collection of data, processing and the data communication put, in order to achieve this, automation control
System processed should be made up of four parts, i.e. computer control system, display monitoring system, data monitoring system and execution system, i.e.,
The control principle of each system is:
1)Computer control system:According to reaching each index in design drawing and code requirement, equipment operation and production process
Etc., establishment computer control system journey is carried out by the purpose of this automation control system by computer programming professional
Sequence, in work progress, by the In-put design drawing in computer program and authority data parameter, sets using computer pair
The overall process of operation and the construction production of standby and each device is controlled in real time, and can be constructed according to design drawing requirement
Field apparatus automatic control is managed, and each data detected in work progress are recorded, and is preserved, and is easy to the later stage
Inspection, examination to concrete quality.
2)Display monitoring system:Shown using CRT pictures, key frame and each subsystem picture dynamic show each equipment
Running situation operation, stopping, failure of work progress etc. and process data, have text importing operation, and can reflect operation
And the function, important data, such as measurement data, circuit offset distance, gauge, track lifting such as the position broken down of display and time as a result
Highly, make rod firm by ramming and make frequency and insertion depth, the speed of equipment operation and the position of failure generation and time etc., Ying You firm by ramming
Special data display, the situation of main device operation uses lamplight pointing, sets alarm, and installs on main framing small-sized take the photograph
As the running situation of head, at any time facilities for observation, arbitrarily it can regulate and control to observe each CRT picture.
3)Data monitoring system:Data monitoring system is to utilize structural framework system, operating room, dynamical system, Running System
System, precision measurement system, the keypoint part for playing track lining system, making each system such as system firm by ramming are separately provided various induction installations and entered
Each construction technology Data Detection of row is collected, and the data of collection is sent into computer, computer is using input in computer program
Data are differentiated, and send instruction.
Equipment operation is carried out according to Ballast track construction technology of ballast bed, and when entering each procedure, operator can pass through
Input through keyboard start stop command, the monitoring device and performs device of the process carry out isolated operation, and individually control, CRT pictures are shown
The position of process construction and the data of monitoring.
4)Execution system:Kinetic energy and electric energy are provided for equipment using oil recovery generator, in normal walking, is driven using electric energy
Dynamic equipment operation.In construction, changed, walked using hydraulic means driving equipment by the electric energy for providing generator,
The distance for facilitating control device to run, when equipment is run to construction section, operating personnel first carry out checking whether each device pacifies
Be attached to position and carry out initial adjustment, and start each device and dallied, check each device whether normal operation, while initial adjustment,
Survey crew has set up total powerstation, and check, backsight, while operating personnel carry out setting up LAN, pass through computer connection and survey
Measuring appratus and remote control device, and check whether control device meets requirement.
After the completion of initial adjustment, operating personnel's starting device prism automatic leveling button, make equipment top prism pass through it is automatic
Hydraulic support frame carries out automatic leveling, after leveling, and the front and rear prism that computer controlled automatic total powerstation measures equipment top comes
Equipment is checked, during check, the data that operating personnel can show according to CRT pictures are adjusted equipment, so as to reach secondary
The effect of accurate adjustment.
After the completion of equipment and the secondary accurate adjustment of measuring instrument, operating personnel measure 50m before and after equipment using total powerstation
Rail top face absolute altitude and track offset distance, by import the parameter in computer program inner orbit line carry out computer program analysis,
Calculate, computer CRT pictures show and remote manipulator on show related data, measured by total Station Precise, computer
The related data that program analysis is calculated, computer assigns equipment operating instruction automatically, raises track first, track lining system is run,
First order lifting combination supporting leg drops to railway ballast face stress, then passes through the adjustable hydraulic compressing cylinder in hydraulic pressure retaining clip rail combination unit
Rail is clamped in progress, and rise is adjusted using the adjustable hydraulic oil cylinder on lifting landing leg, passes through active force and reaction force
Principle carries out lifting rail, and the offset distance of raise track height and the track lining calculated by total station survey data, in lifting rail
While, the adjustable hydraulic compressing cylinder for the oblique supporting leg that stretches carries out track lining, and total powerstation carries out check data by the prism on equipment top,
And it is collected data, computer analysis, calculating, it is ensured that disposably reach setting using the various inductors being arranged in equipment
Track lifting, track lining amount.
After the completion of track lifting, track lining, computer will issue an order again to be made to make system operation, two eight groups of rows totally 16 insertions firm by ramming
Formula is made rod firm by ramming and run simultaneously, each group individually control, while being dropped to using adjustable hydraulic compressing cylinder in railway ballast according to computer
The frequency of setting carries out layering and made firm by ramming, makes firm by ramming for every layer and reaches after the stipulated time, adjustable hydraulic compressing cylinder ascends into next automatically
Layer continues to make firm by ramming, until last layer of track lifting height makes completion firm by ramming, after the completion of making firm by ramming, total powerstation will check rail level mark again
High and track offset distance, untill meeting design requirement, a kind of Ballast track quick multifunctional construction equipment applies this section of railway roadbed
The track lifting of work, track lining and after the completion of making firm by ramming, computer will start stop push-button, and equipment unloading is restored to original state, after the completion of,
Computer command moves forward equipment, using total hydraulic jack to equipment dynamic, and accurate operation is repeated to next construction section
Above-mentioned operation continues to construct.
The design requirement that equipment reaches is:
1)Equipment construction production overall process is controlled in real time using operating personnel's control computer, can be to Ballast track road
Bed engineering accurate measurement, track lifting, track lining and make progress Automated condtrol and management firm by ramming.
2)Each working procedure process shows that key frame and each subsystem picture dynamic show construction work using CRT pictures
Skill data and running situation operation, stopping, failure etc..
3)Collection, analysis, statistics, record and the printing of work progress data are carried out by computer, and completes it to each
The position and time that process breaks down are recorded automatically.
In construction early stage, treat after the completion of the tiny fragments of stone, coal, etc. laying of Ballast track railway roadbed bottom, track laying construction, Ballast track is carried out first
Railway roadbed track lifting, track lining, make firm by ramming test section construction, by test section construction determine suitable for a kind of Ballast track quick multifunctional
The construction parameter of each process of construction equipment, after parameter to be onstructed is determined, can be set using the construction of Ballast track quick multifunctional
Standby to carry out large-area construction, specific work progress point following steps are implemented:
The first step:Check that device automation control system operation program is normal, and the construction parameter of each operation of determination is inputted
In quick multifunctional construction equipment computer program, it is ensured that import data errorless.
Second step:At Ballast track railway roadbed bottom, tiny fragments of stone, coal, etc. laying, track laying are completed, and adjusted, are checked according to design specification requirement
Afterwards, and by survey crew in gear Zha Qiang top setting-outs go out circuit pile No., be easy to check orbital position during railway roadbed engineering construction.
3rd step:Using artificial or crane by Ballast track quick multifunctional construction equipment structural framework and each sub-device
Job site is transported to, progress assembly is manually started, after the completion of assembly, preliminary adjustment steel structure skeleton is first carried out and each system is filled
Put.
4th step:It is artificial that quick multifunctional construction equipment steel structure skeleton and each system and device are subjected to secondary accurate adjustment, essence
After the completion of tune, opening is released the button, and is started diesel-driven generator and is generated electricity, and drives dynamic equipment operation, in normal walking, is adopted
Run, in construction, changed by the electric energy for providing generator with electric energy driving equipment, set using hydraulic means driving
Standby walking, the distance for facilitating control device to run, when equipment is run to construction section, operating personnel first carry out checking each device
Whether be installed in place carry out initial adjustment, and start each device and dallied, check each device whether normal operation, in initial adjustment
Meanwhile, survey crew has set up total powerstation, and check, backsight, while operating personnel carry out setting up LAN, connected by computer
Measuring instrument and remote control device are connect, and checks whether control device meets requirement.
5th step:After the completion of initial adjustment, operating personnel's starting device prism automatic leveling button leads to the prism on equipment top
Cross automatic hydraulic support frame and carry out automatic leveling, after leveling, computer controlled automatic total powerstation measures the front and rear of equipment top
Prism checks equipment, and during check, the data that operating personnel can show according to CRT pictures are adjusted equipment, so as to reach
To the effect of secondary accurate adjustment.
6th step:After the completion of equipment and the secondary accurate adjustment of measuring instrument, operating personnel measure equipment using total powerstation
Front and rear 100m rail top faces absolute altitude and track offset distance, computer journey is carried out by importing the parameter in computer program inner orbit line
Sequence analysis, calculating, show in computer CRT pictures and show related data on remote manipulator, measured by total Station Precise,
The related data that computer program analysis is calculated, computer assigns equipment operating instruction automatically, raises track first, track lining system is carried out
Operation, first order lifting combination supporting leg drops to railway ballast face stress, then passes through the adjustable hydraulic in hydraulic pressure retaining clip rail combination unit
Compressing cylinder carries out clamping rail, and rise is adjusted using the adjustable hydraulic oil cylinder on lifting landing leg, passes through active force and anti-work
Principle firmly carries out lifting rail, and the offset distance of raise track height and the track lining calculated by total station survey data, is carrying
While rising rail, the adjustable hydraulic compressing cylinder for the oblique supporting leg that stretches carries out track lining, and total powerstation carries out school by the prism on equipment top
Nuclear Data, and it is collected data, computer analysis, calculating, it is ensured that disposable using the various inductors being arranged in equipment
Reach track lifting, the track lining amount of setting.
7th step:After the completion of track lifting, track lining, computer will issue an order again to be made to make system operation firm by ramming, and two eight groups of rows are total to
16 plug-in types are made rod firm by ramming and run simultaneously, each group individually control, while using adjustable hydraulic compressing cylinder drop in railway ballast by
Frequency progress layering according to computer installation is made firm by ramming, is made firm by ramming for every layer and is reached after the stipulated time, adjustable hydraulic compressing cylinder rises automatically
Continue to make firm by ramming into next layer, until last layer of track lifting height makes completion firm by ramming, after the completion of making firm by ramming, total powerstation will be answered again
Core rail level absolute altitude and track offset distance, untill meeting design requirement, a kind of Ballast track quick multifunctional construction equipment should
The track lifting of section railway roadbed construction, track lining and after the completion of making firm by ramming, computer will start stop push-button, and equipment unloading is restored to initial shape
State, after the completion of, computer command moves forward equipment, using total hydraulic jack to equipment dynamic, accurate to run to next
Construction section, repeats above-mentioned operation step and continues to construct.
The equipment of the present embodiment is applied to Ballast track railway roadbed engineering large area Ballast track quick multifunctional construction equipment
Main track is constructed, it can also be used to track switch, safety line, to the railway roadbed engineering construction such as hair line and big machine parking line, and can be effectively accomplished
Automatic technology controls the accurate measurement of Ballast track railway roadbed engineering, plays track lining and make firm by ramming and combine together, is effectively accomplished once
The effect of property construction molding, by inventing the Ballast track quick multifunctional construction equipment, not only solves traditional construction technique
The drawbacks of and shortcoming, more realize work progress information system management, be both effectively accomplished job site collect data with applying
Work process experiment detection data are checked, and are easy to again in inspection of the later stage to railway roadbed construction quality and checking and accepting;The equipment structure
Simple, safe and reliable to operation, easy construction is made, Construction quality and safety requirement has both been ensure that, and effectively improves operating efficiency, plus
Fast construction speed, reduces construction cost.
Claims (7)
1. a kind of Ballast track quick multifunctional construction equipment, it is characterised in that including horizontally disposed rectangle main framing(1),
Main framing(1)Support frame is respectively equipped with the crossbeam both sides of front-end and back-end, support frame bottom is provided with for clamping steel
Rail(2)Hydraulic pressure rail clamping device(5);Also include being arranged on main framing(1)On it is multigroup be supported on railway ballast face lifting combination
Supporting leg(4), lifting combination supporting leg(4)Including movable support rod(42)And it is arranged on movable support rod(42)On supporting leg hydraulic oil
Cylinder(41);Movable support rod(42)Including the vertical leg for equipment and rail to be integrally lifted up being raised track, and will
Equipment and the overall skew to the left or to the right of rail carry out the diagonal brace supporting leg of track lining;Also include being suspended to main framing by link
(1)The combination unit that vibrates on crossbeam(6), vibrate combination unit(6)Rod is made firm by ramming including multiple(61), use is provided with link
In controlling and adjust to make rod firm by ramming(61)Insert the reduction hydraulic jack of the depth of railway ballast(63), make rod firm by ramming(61)Upper end is provided with use
The motor of frequency is made firm by ramming in control(62).
2. Ballast track quick multifunctional construction equipment according to claim 1, it is characterised in that the main framing(1)
Between the support frame of front end two reduction Electronic track forces are equipped between the support frame of rear end two(11).
3. Ballast track quick multifunctional construction equipment according to claim 1, it is characterised in that also including Running System
System, running gear includes control device, running gear and power set;Control device is used to control running gear and power to fill
Put;Running gear includes being arranged on main framing(1)The road wheel of priority;Power set include the bavin that kinetic energy is provided for running gear
Fry dried food ingredients motor and total hydraulic jack.
4. Ballast track quick multifunctional construction equipment according to claim 1, it is characterised in that also including accurate measurement
System, precision measurement system includes mechanical prism(3)And total powerstation;Mechanical prism(3)Including being fixed on automatic hydraulic support frame
(32)On prism head(31), and mechanical prism(3)There are two groups, be respectively arranged in the preceding left end of equipment and rear right-hand member;Total powerstation and
Automatic hydraulic support frame(32)Pass through remote control control.
5. Ballast track quick multifunctional construction equipment according to claim 1, it is characterised in that the hydraulic clip rail dress
Put(5)Including being folded in rail(2)On railway clamp(52), railway clamp(52)Pass through adjustable hydraulic compressing cylinder(51)Regulation is clamped
Or unclamp.
6. Ballast track quick multifunctional construction equipment according to claim 1, it is characterised in that the main framing(1)
Crossbeam is provided with longitudinally running track(7)With horizontal running track(8), it is respectively used to make rod firm by ramming(61)Vertically move and horizontal
It is mobile.
7. Ballast track quick multifunctional construction equipment according to claim 1, it is characterised in that on the link also
Provided with for collect make rod firm by ramming(61)Vibration frequency and insertion railway ballast depth inductor.
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CN201710593919.XA CN107190597A (en) | 2017-07-20 | 2017-07-20 | A kind of Ballast track quick multifunctional construction equipment |
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CN201710593919.XA CN107190597A (en) | 2017-07-20 | 2017-07-20 | A kind of Ballast track quick multifunctional construction equipment |
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CN201710593919.XA Pending CN107190597A (en) | 2017-07-20 | 2017-07-20 | A kind of Ballast track quick multifunctional construction equipment |
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Cited By (5)
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CN110077796A (en) * | 2019-05-20 | 2019-08-02 | 中交路桥华东工程有限公司 | A kind of transport of materials trolley for the non-fragment orbit on protecting wall of walking |
CN110242053A (en) * | 2019-06-24 | 2019-09-17 | 江苏阳湖建设项目管理有限公司 | A kind of urban track traffic concrete multiple spot automatic vibrating device and method |
CN111523243A (en) * | 2020-04-29 | 2020-08-11 | 中国国家铁路集团有限公司 | Intelligent maintenance analysis system for ballast track bed |
WO2020177967A1 (en) * | 2019-03-06 | 2020-09-10 | Plasser & Theurer Export Von Bahnbaumaschinen Gesellschaft M.B.H. | Track construction machine and method for stabilizing a ballast bed |
CN114543771A (en) * | 2022-03-07 | 2022-05-27 | 中建安装集团有限公司 | Novel intelligent multi-functional location device |
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Publication number | Priority date | Publication date | Assignee | Title |
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CN110242053A (en) * | 2019-06-24 | 2019-09-17 | 江苏阳湖建设项目管理有限公司 | A kind of urban track traffic concrete multiple spot automatic vibrating device and method |
CN110242053B (en) * | 2019-06-24 | 2021-07-16 | 江苏阳湖建设项目管理有限公司 | Urban rail transit concrete multipoint automatic vibrating device and method |
CN111523243A (en) * | 2020-04-29 | 2020-08-11 | 中国国家铁路集团有限公司 | Intelligent maintenance analysis system for ballast track bed |
CN111523243B (en) * | 2020-04-29 | 2023-08-25 | 中国国家铁路集团有限公司 | Intelligent maintenance analysis system for ballast bed |
CN114543771A (en) * | 2022-03-07 | 2022-05-27 | 中建安装集团有限公司 | Novel intelligent multi-functional location device |
CN114543771B (en) * | 2022-03-07 | 2024-03-19 | 中建安装集团有限公司 | Intelligent multifunctional positioning device |
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Application publication date: 20170922 |