CN105022073B - Reduce the method for GPS location error and the self-con-tained unit based on GPS location - Google Patents

Reduce the method for GPS location error and the self-con-tained unit based on GPS location Download PDF

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Publication number
CN105022073B
CN105022073B CN201410172719.3A CN201410172719A CN105022073B CN 105022073 B CN105022073 B CN 105022073B CN 201410172719 A CN201410172719 A CN 201410172719A CN 105022073 B CN105022073 B CN 105022073B
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gps location
industrial computer
data
gps
self
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CN105022073A (en
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张世璞
王敏
狄建郓
杨璇
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CRCC High Tech Equipment Corp Ltd
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CRCC High Tech Equipment Corp Ltd
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01SRADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
    • G01S19/00Satellite radio beacon positioning systems; Determining position, velocity or attitude using signals transmitted by such systems
    • G01S19/38Determining a navigation solution using signals transmitted by a satellite radio beacon positioning system
    • G01S19/39Determining a navigation solution using signals transmitted by a satellite radio beacon positioning system the satellite radio beacon positioning system transmitting time-stamped messages, e.g. GPS [Global Positioning System], GLONASS [Global Orbiting Navigation Satellite System] or GALILEO
    • G01S19/40Correcting position, velocity or attitude
    • G01S19/41Differential correction, e.g. DGPS [differential GPS]

Abstract

The present invention provides a kind of method for reducing GPS location error and the self-con-tained unit based on GPS location, and methods described includes:A3. at least three times positional informations are measured when vehicle drives into characteristic point;B3. to measure, value, as the center of circle, is made to justify by radius of satellite accuracy value;C3. three measured values are taken all to be located at the data of extreme position;D3. the radius for the circumscribed circle of triangle that the extreme positions of three measured values is constituted is calculated;Above step is carried out successively according to a3, b3, c3, d3 order.The self-con-tained unit based on GPS location includes GPS location instrument, and the GPS location instrument is installed in drivers' cab, is also equipped with industrial computer in the drivers' cab, the industrial computer is connected with data storage, and the capacity of the data storage is not less than 500GB.The method of self-con-tained unit of the present invention based on GPS and reduction position error can realize intellectualized operation, greatly reduce the manual labor of surfaceman, and effectively save Window time has good effect to improving rail track transport power.

Description

Reduce the method for GPS location error and the self-con-tained unit based on GPS location
Technical field
The present invention relates to a kind of railway machinery construction operation automatic control device, belong to railway machinery design and manufacture skill Art field.
Background technology
During railway large-scale maintenance machinery is applied to the later maintenance that railway is used, it can be achieved to make rail track firm by ramming, surely Determine, with the automatic maintenance operation such as tiny fragments of stone, coal, etc..Human resources have been saved to a certain extent, save the maintenance time and dimension of rail track Shield expense.The upkeep operation higher than artificial performance accuracy can be realized simultaneously.Present Development of High Speed Railway is extremely rapid, at a high speed Railway travel speed is fast, and the requirement to railway track is higher, it is therefore desirable to supported using more simple and convenient operation, speed Road machinery.
Publication No. CN101109165 Chinese invention patent discloses a kind of railway large-scale maintenance machinery that is used for and runs peace The monitoring system of complete and operation quality, it includes operation quality monitoring module, traffic safety monitoring module, even extension anticollision module with Display module, the operation quality monitoring module, traffic safety monitoring module and even hang anticollision module respectively by CAN with Display module is connected, and the operation quality monitoring module is monitored and recorded to operation matter parameter in operation, it is ensured that operation Precision, the foundation that can be also checked and accepted as circuit.The invention can solve railway large-scale maintenance machinery operation quality and traffic safety Demand, but its automaticity is not high, operates relatively complicated.
The content of the invention
The first aspect of the present invention also provides a kind of method for reducing GPS location error.
GPS location is realized using the observed quantities such as pseudorange, ephemeris, the satellite launch time of one group of satellite and user's clock correction , to obtain the three-dimensional coordinate on ground, it is necessary to which at least four satellites are measured, during measurement and positioning, including three parts Error:
Ith error is as caused by satellite clock error, ephemeris error, ionospheric error, tropospheric error etc.;
IIth error is the error caused by propagation delay;
IIIth error is the intrinsic error of each receiver user, by reasons such as internal noise, channel delay, multipath effects Cause.
IIth error can largely be eliminated, elimination degree depend primarily on reference receiver and receiver user away from From.
For the Ith error, eliminated using differential principle, difference, be utilized in away from positioning target 10km in the range of plus If one group of GPS location instrument, due to position relative close of getting along, atmospheric ionized layer error, the basic phase of tropospheric error impact effect Together, therefore difference can be done, eliminates this fractional error.Further, since using same model GPS location instrument, therefore satellite clock error, Ephemeris error is all identical, and this fractional error is successfully eliminated using the GPS location instrument of two same models.Its removing method is such as Under:
The positioning precision that single GPS positioning system is provided is an advantage over 25 meters, and to obtain higher positioning precision, we generally adopt Use Differential GPS Technology:
One GPS is placed on base station and is observed by 1.1;
1.2, according to the known coordinate of base station, calculate base station to the distance correction of satellite;
1.3 base stations in real time send correction data;
1.4 receiver users also receive the correction that base station is sent while GPS observations are carried out, and to passing through The positioning result of GPS observations is corrected.
Preferably, by step 1.4, the positioning precision of GPS is improved.
Preferably, Differential GPS Technology is divided into three classes, i.e.,:Differential position, phase difference, pseudo range difference, this three classes difference The operation principle of mode is identical, i.e., all send correction by base station, is received by subscriber station and its measurement result is corrected, To obtain accurate positioning result;Except that, the particular content for sending correction is different, and its Differential positioning precision is not yet Together.
Location A differential principle
GPS on base station carries out three-dimensional localization after observing four satellites:
A1. the coordinate of base station is resolved, (SA errors are US militaries due to there is orbit error, clocking error, SA errors In order to limit the policy for the reduction system accuracy that unauthorized user carries out high-precision dot positioning using GPS and used, abbreviation SA political affairs Plan, it includes the ε technologies of reduction broadcast ephemeris precision and the δ technologies of a randomized jitter is added in satellite fundamental frequency.) shadow Sound, atmospheric effect, multipath effect and other errors, the coordinate and the known coordinate of base station calculated is different, is deposited In error;
A2. base station is calculated to the distance correction of satellite;
A3. base station is sent this correction using Data-Link, is received by subscriber station, and the user resolved to it Station coordinates is corrected, and improves positioning precision.
Preferably, step A1-A3 prerequisite is the situation that base station and subscriber station observe same group of satellite.
Preferably, position difference is applied to subscriber station and situation of the benchmark distance between sites within 100km.
B-phase differential principle, also known as carrier phase difference principle
Carrier phase difference technology is also known as RTK (Real Time Kinematic) technology, is that real-time two survey stations of processing are carried The difference method of wave phase observed quantity.
The carrier phase that base station is gathered is issued receiver user by B1;
B2 receiver users ask carrier phase difference to resolve coordinate.
Carrier phase difference can make positioning precision reach Centimeter Level, and being widely used in dynamic needs the neck of high precision position Domain.
C pseudo range difference principles, also known as base station-movement station differential system
C1 sets an at least stage fiducial station GPS in the position of known coordinate point;
C2 sets a user terminal GPS;
C3 is resolved the known coordinate point of the location data of reference GPS receiver and reference GPS receiver, is obtained Go out differential data;
C4 is gone out differential data corrected parameter real-time broadcasting by Data-Link;
C5 user terminals GPS is received by data link astigmat divided data (RTVM) corrected parameter, and by difference number Resolving is modified according to the location data of corrected parameter and user terminal GPS.
Preferably, the known coordinate point in step C1-C5 is fixing point.
Preferably, positioning precision is brought up to meter level, even Centimeter Level by step C1-C5 computational methods.
Preferably, the differential data described in step C1-C5 is the standard difference agreement and differential GPS business that RTCM is promoted The differential data calculated.
The RTCM is the international ocean shipping cause radiotechnics committee (Radio Technical Commission for Maritime Services) english abbreviation.
Existing commercial satellite after difference processing positioning precision reach 10cm, it is impossible to meet the essence of guiding construction vehicle operation Degree is required.
The method for the reduction GPS location error that the first aspect of the present invention is provided includes:
A3. at least three times positional informations are measured at characteristic point;
B3. to measure, value, as the center of circle, is made to justify by radius of satellite accuracy value;
C3. three measured values are taken all to be located at the data of extreme position;
D3. the radius for the circumscribed circle of triangle that the extreme positions of three measured values is constituted is calculated.
Preferably, above step is carried out successively according to a3, b3, c3, d3 order.
In step c3, the extreme position refers to three round centers of circle determined by three measured values and is respectively at two other On round circumference.
The precision of measured value is the precision of satellite data in step a3-c3.
The radius of circumscribed circle is less than and defended in the radius of the circumscribed circle drawn in step d3 as GPS location precision, step d3 Star precision, therefore the method for step a3-d3 compositions plays a part of reduction GPS location error.
More multioperation is all for those of ordinary skills known, is repeated no more.
The technical scheme of the method for the reduction GPS location error that first aspect present invention is provided includes appointing for each part mentioned above Meaning combination, the simple change of each part mentioned above component or combination are still protection scope of the present invention.
The method for the reduction GPS location error that first aspect present invention is provided effectively reduces the position error of GPS location instrument, Can operating efficiency that is succinct, effectively improving road maintainance machinery.
Second aspect of the present invention provides a kind of self-con-tained unit based on GPS location, and it includes GPS location instrument, the GPS location Instrument is installed in drivers' cab, and industrial computer is also equipped with the drivers' cab, and the industrial computer is connected with data storage, the industrial computer with Data conversion card is connected between the GPS location instrument, the industrial computer is connected with executive component, and control the dynamic of executive component Make.Preferably, the GPS location instrument refers to carry out using global positioning system (Global Positioning System) The instrument of positioning, the global positioning system (Global Positioning System) refers to utilize position location satellite, in the earth The system for positioning, navigating in real time, also known as GPS, abbreviation GPS positioning system are carried out in four corner.
In any of the above-described scheme preferably, the precision of the GPS location instrument is 10cm.
In any of the above-described scheme preferably, the capacity of the data storage is not less than 500GB.
In any of the above-described scheme preferably, the data storage includes vibration absorber, and the vibration absorber includes outer Setting-in inner casing, fills shock-reducing rubber, further data storage is protected in shell, the shell between the shell and the inner casing Shield.
In any of the above-described scheme preferably, the industrial computer is installed in the operating desk in drivers' cab, the industrial computer Machinery is driven a vehicle and Operation control by the signal for receiving GPS location instrument.
In any of the above-described scheme preferably, the data I of GPS location instrument are converted to data by the data conversion card II, and data II are transferred to industrial computer, industrial computer identification data II simultaneously makes corresponding instruction, while the data conversion card The operational order of industrial computer is converted into data III, and data III are transferred to each sensor and operation unit, described sensing Device and operation unit identification data III simultaneously make corresponding action according to the corresponding instruction of data III.
In any of the above-described scheme preferably, the position indicator includes the method for reduction error, and this method includes,
A. the positional information of the characteristic point of at least No. three times road maintainance machineries is measured;
B. to measure, value, as the center of circle, is made to justify by radius of satellite accuracy value;
C. three measured values are taken all to be located at the data of extreme position;
D. the radius for the circumscribed circle of triangle that the extreme positions of three measured values is constituted is calculated;
Carried out successively according to a, b, c, d order.
The working method of the self-con-tained unit based on GPS location described in second aspect of the present invention is:By needed for Along Railway Workload is input in memory in advance, when machinery carries out operation, is hung low speed operation shelves, is started GPS location instrument, machinery is entered Row positioning, while the work data in the database of industrial computer extraction data storage on this section, GPS location instrument has been positioned Bi Hou, industrial computer with reference to data storage database in stored data survey data with actual measuring instrument and contrast, industry control Machine operates road maintainance machinery to start operation according to comparison result, and GPS location instrument is positioned in real time in operation traveling process, not The track data stored in same characteristic point, the equal comparison data memory of industrial computer surveys the track data of collection with vehicle, then According to predetermined workload to Mechanical course, realization is automatically brought into operation.
When road maintainance machinery drives to characteristic point, the position signalling in operation section, industry control where GPS location instrument is provided automatically Machine receives the position signalling and carries out location Calculation, and road maintainance machinery hangs operation shelves, and is transferred automatically from memory by industrial computer The work data of relevant position, the data detected with road maintainance machinery are contrasted, and provide workload, and then industrial computer is made required Industry amount is transferred in the original industrial computer I of road maintainance machinery, and road maintainance machinery is in the case where its original industrial computer I is controlled, voluntarily according to institute Operation is carried out to operational ton.In high speed traveling and low speed operation driver can the GPS location instrument manually operated at any time, so as to school Positive line position and data.
Fixed stepping-in amount is set during construction operation to refer to as operation, is applied when construction machinery runs into influence in work progress During the situation of work safety, construction stepping-in amount and speed of application are adjusted manually, so as to realize machinery while construction safety is ensured Automated construction instruct operation.
The characteristic point refers to:The position of track circuit parameter change, for example:Point of spiral to tangent, point of tangent to spiral, track switch, circuit are high The specified point of journey change location.
More multioperation is all for those of ordinary skills known, is repeated no more.
The technical scheme of the self-con-tained unit based on GPS location described in second aspect of the present invention includes appointing for each part mentioned above Meaning combination, the simple change of each part mentioned above component or combination are still protection scope of the present invention.
The self-con-tained unit based on GPS location can realize intellectualized operation described in second aspect of the present invention, greatly reduce The manual labor of surfaceman, and operating efficiency can be improved, significantly improve homework precision, effectively save Window time, to carrying High rail track transport power, saving transit time have good effect.
Third aspect present invention provides a kind of railway large-scale maintenance machinery automatic control method based on GPS, and it includes:
A. by job parameter data memory input needed for Along Railway;
B. road maintainance machinery runs to operating location and hangs low speed operation shelves beginning operation;
C. start GPS location instrument, road maintainance machinery is positioned;
D. industrial computer extracts the job parameter in data storage and compared with route actual measurement data;
E. industrial computer determines workload according to the difference of prestore parameter and actual measurement parameter;
F. industrial computer transmits workload in the industrial computer I to road maintainance machinery;
G. industrial computer I controls the operating type of road maintainance machinery.
Preferably, such scheme is carried out successively according to a, b, c, d, e, f, g order.
In any of the above-described scheme preferably, in route set step a, circulation performs step b, c, d, e, f, g.
In any of the above-described scheme preferably, after the set route operations of step a are finished, operation to next operation Point, and step a, b, c, d, e, f, a g, then the step a in the operating location pre-determined route interior circulation are performed again Perform step b, c, d, e, f, g.
In any of the above-described scheme preferably, the position indicator includes the method for reduction error, and this method includes:
A. at least three times positional informations are measured when road maintainance machinery enters characteristic point;
B. to measure, value, as the center of circle, is made to justify by radius of satellite accuracy value;
C. three measured values are taken all to be located at the data of extreme position;
D. the radius for the circumscribed circle of triangle that the extreme positions of three measured values is constituted is calculated;
Carried out successively according to a, b, c, d order.
More multioperation is all for those of ordinary skills known, is repeated no more.
The technical scheme of the railway large-scale maintenance machinery automatic control method based on GPS described in third aspect present invention includes upper Any combination of each several part is stated, the simple change of each part mentioned above component or combination are still protection scope of the present invention.
The railway large-scale maintenance machinery automatic control method based on GPS saves human resources described in third aspect present invention, saves The maintenance time and maintenance cost of rail track, while the upkeep operation higher than artificial performance accuracy can be realized.
Fourth aspect present invention provides a kind of vehicle of the railway large-scale maintenance machinery self-con-tained unit based on GPS,
It includes vehicle body, and the vehicle body is equipped with mechanical self-control device.
Preferably, the mechanical self-control device uses the side of the reduction GPS location error described in first aspect present invention Method reduces the position error of GPS location instrument.
Preferably, the mechanical self-control device is the railway large-scale road maintaining based on GPS described in second aspect of the present invention Mechanical self-control device.
Preferably, the mechanical self-control device is using railway large-scale of the kind based on GPS described in third aspect present invention Road maintainance machinery automatic control method.
The working method of the vehicle for the railway large-scale maintenance machinery self-con-tained unit based on GPS that fourth aspect present invention is provided It is:In the memory for the mechanical self-control device that workload needed for Along Railway is inputted to vehicle in advance, working truck is run at high speed To operation section is treated, when vehicle carries out operation, low speed operation shelves are hung, starts GPS location instrument, vehicle is positioned, simultaneously Work data in the database of industrial computer extraction data storage on this section, after the positioning of GPS location instrument is finished, industrial computer With reference to data storage database in stored data survey data with actual measuring instrument and contrast, industrial computer is tied according to comparing Start operation in fruit operation vehicle, GPS location instrument is positioned in real time in operation traveling process, in different characteristic point, industry control The track data stored in the equal comparison data memory of machine surveys the track data of collection with vehicle, then according to predetermined operation Amount is to Mechanical course, and realization is automatically brought into operation.
When vehicle drives to characteristic point, the position signalling in operation section where GPS location instrument is provided automatically, industrial computer connects The position signalling is received, vehicle hangs operation shelves, and the work data of relevant position is transferred from memory by industrial computer automatically, with car Detection data contrasted, provide workload, required workload be transferred in the original industrial computer I of vehicle, vehicle is at it Under original industrial computer I is controlled, voluntarily according to give operational ton to carry out operation.
In high speed traveling and low speed operation driver can the GPS location instrument manually operated at any time, so as to corrector position Put and data.
Set fixed stepping-in amount during construction operation to refer to as operation, when vehicle runs into influence construction peace in work progress During full situation, regulation construction stepping-in amount and speed of application manually so that realized while construction safety is ensured machinery from Operation is instructed in dynamicization construction.
More multioperation is all for those of ordinary skills known, is repeated no more.
The technical scheme of the vehicle for the railway large-scale maintenance machinery self-con-tained unit based on GPS that fourth aspect present invention is provided Any combination including each part mentioned above, the simple change of each part mentioned above component or combination are still protection scope of the present invention.
The vehicle for the railway large-scale maintenance machinery self-con-tained unit based on GPS that fourth aspect present invention is provided can realize intelligence Energyization is operated, and greatly reduces the manual labor of surfaceman, and can improve operating efficiency, significantly improves homework precision, has Effect saves Window time, has good effect to improving rail track transport power, saving transit time.
Brief description of the drawings
Fig. 1 is according to the one excellent of the railway large-scale maintenance machinery self-con-tained unit based on GPS described in second aspect of the present invention Select the structural representation of the vibration absorber of embodiment.
Fig. 2 is according to the one excellent of the railway large-scale maintenance machinery self-con-tained unit based on GPS described in second aspect of the present invention Select the GPS location instrument control system schematic of embodiment.
Fig. 3 is according to the one excellent of the railway large-scale maintenance machinery self-con-tained unit based on GPS described in second aspect of the present invention Select the structural representation of the drivers' cab operating desk of embodiment.
Fig. 4 is the data exchange flow process figure of embodiment illustrated in fig. 3.
Fig. 5 is the positioning side of a preferred embodiment of the method for the reduction GPS location error according to first aspect present invention Method schematic diagram.
Fig. 6 is some positioning mode schematic diagram calculations of embodiment illustrated in fig. 5.
Mark in Fig. 1-Fig. 6 is represented respectively:
The hard shock-absorbing glue of 1 damping device shell 2
The holder mounting groove of 3 damping device inner casing 4
The satellite of 5 Vehicular satellite transmitting antenna 6
81 difference filter 82GPS position graphic alphanumeric display
The drivers' cab operating desk display of 83 drivers' cab operating desk 84.
Embodiment
For a better understanding of the present invention, it is described in detail respectively according to according to first aspect present invention below in conjunction with the accompanying drawings Reduce the method for GPS location error, the railway large-scale maintenance machinery self-con-tained unit based on GPS of second aspect of the present invention, according to The railway based on GPS of railway large-scale maintenance machinery automatic control method and fourth aspect of the kind of third aspect present invention based on GPS The preferred embodiment of the vehicle of large-scale maintenance machinery self-con-tained unit.
Embodiment 1.1:Fig. 5 is one being preferable to carry out for the method for the reduction GPS location error according to first aspect present invention The localization method schematic diagram of example, Fig. 6 is the three-point fox method schematic diagram calculation of embodiment illustrated in fig. 5.In the present embodiment, reduction The method of GPS location error includes:
Aa1. five positional informations are measured when vehicle drives into characteristic point;
Bb1. to measure, value, as the center of circle, is made to justify by radius of satellite accuracy value;
Cc1. three measured values are taken all to be located at the data of extreme position, i.e.,:Three round circles determined by three measured values The heart is respectively on the circumference of two other circle.;
Dd1. the radius for the circumscribed circle of triangle that the extreme positions of three measured values is constituted is calculated.
In the present embodiment, above step is carried out successively according to aa1, bb1, cc1, dd1 order.
As shown in figure 4, be all 10cm by the step aa1 five numerical value positioning precisions measured, using measure three numerical value of gained as The center of circle, 10cm is that radius is made to justify, and obtains model as shown in Figure 4, wherein R=10cm, step aa1 measurements institute value composition is on one side A length of 10cm equilateral triangle, as shown in fig. 5, it is assumed that equilateral triangle is inscribed in circle, then can be obtained:Equilateral triangle length of side L =R wherein, R=10cm, α=30 °, from Pythagorean theorem, triangle institute circumradiusWherein:L=R= 10cm;It can then obtain:Therefore, after using three-point fix, positioning precision can reachI.e. 5.7735cm。
Embodiment 1.2:The method for reducing GPS location error, be the same as Example 1.1, difference is, in step aa1, surveys No. seven vehicles of amount drive into positional information during characteristic point.
Embodiment 1.3:The method for reducing GPS location error, be the same as Example 1.1, difference is, in step aa1, surveys No. three vehicles of amount drive into positional information during characteristic point.
More multioperation is all for those of ordinary skills known, is repeated no more.
The technical scheme of the method for the reduction GPS location error that embodiment 1.1-1.3 is provided includes appointing for each part mentioned above Meaning combination, the simple change of each part mentioned above component or combination are still protection scope of the present invention.
The method for the reduction GPS location error that embodiment 1.1-1.3 is provided effectively reduces the position error of GPS location instrument, Can operating efficiency that is succinct, effectively improving road maintainance machinery.
Embodiment 2.1:Fig. 1 is according to the railway large-scale maintenance machinery automatic control based on GPS described in second aspect of the present invention The structural representation of the vibration absorber of one preferred embodiment of device;Fig. 2 be according to described in second aspect of the present invention based on GPS Railway large-scale maintenance machinery self-con-tained unit a preferred embodiment GPS location instrument control system schematic;Fig. 3 is according to this The drivers' cab operation of one preferred embodiment of the railway large-scale maintenance machinery self-con-tained unit based on GPS described in invention second aspect The structural representation of platform;Fig. 4 is the data exchange flow process figure of embodiment illustrated in fig. 3.In the present embodiment, the railway based on GPS is big Type road maintainance machinery self-con-tained unit, it includes GPS location instrument, and the GPS location instrument is installed in drivers' cab, is also equipped with the drivers' cab Industrial computer, the industrial computer is connected with data storage, and data conversion card is connected between the industrial computer and the GPS location instrument, The industrial computer is connected with executive component, and controls the action of executive component.Preferably, the GPS location instrument refers to utilize The instrument that global positioning system (Global Positioning System) is positioned, the global positioning system (Global Positioning System) refer to utilize position location satellite, positioned in real time in the four corner of the earth, navigate be System, also known as GPS, abbreviation GPS positioning system.
In the present embodiment, the precision of the GPS location instrument is 10cm.
In the present embodiment, the design of the data storage is not less than 500GB using capacity.
In the present embodiment, the data storage includes vibration absorber, and the vibration absorber includes being embedded in shell, the shell Inner casing, fills shock-reducing rubber, further data storage is protected between the shell and the inner casing.
In the present embodiment, the industrial computer is installed in the operating desk in drivers' cab, and the industrial computer is by receiving GPS location The signal of instrument is driven a vehicle and Operation control to machinery.
In the present embodiment, the data I of GPS location instrument are converted to data II by the data conversion card, and data II are passed Defeated to arrive industrial computer, industrial computer identification data II simultaneously makes corresponding instruction, while the data conversion card is by the operation of industrial computer Instruction is converted to data III, and data III are transferred into each sensor and operation unit, and described sensor and operation unit are known Other data III simultaneously make corresponding action according to the corresponding instruction of data III.
The working method of the railway large-scale maintenance machinery self-con-tained unit based on GPS described in the present embodiment is:By railway edge Workload is input in memory in advance needed for line, when machinery carries out operation, is hung low speed operation shelves, is started GPS location instrument, right Machinery is positioned, while the work data in the database of industrial computer extraction data storage on this section, GPS location instrument After positioning is finished, industrial computer with reference to data storage database in stored data and actual measuring instrument survey data and do pair Than industrial computer operates road maintainance machinery to start operation according to comparison result, and GPS location instrument carries out fixed in real time in operation traveling process Position, in different characteristic point, the track data stored in the equal comparison data memory of industrial computer surveys the circuit number of collection with vehicle According to then according to predetermined workload to Mechanical course, realization is automatically brought into operation.
When road maintainance machinery drives to characteristic point, the position signalling in operation section, industry control where GPS location instrument is provided automatically Machine receives the position signalling and carries out location Calculation, and road maintainance machinery hangs operation shelves, and is transferred automatically from memory by industrial computer The work data of relevant position, the data detected with road maintainance machinery are contrasted, and provide workload, and then industrial computer is made required Industry amount is transferred in the original industrial computer I of road maintainance machinery, and road maintainance machinery is in the case where its original industrial computer I is controlled, voluntarily according to institute Operation is carried out to operational ton.In high speed traveling and low speed operation driver can the GPS location instrument manually operated at any time, so as to school Positive line position and data.
Fixed stepping-in amount is set during construction operation to refer to as operation, is applied when construction machinery runs into influence in work progress During the situation of work safety, construction stepping-in amount and speed of application are adjusted manually, so as to realize machinery while construction safety is ensured Automated construction instruct operation.
More multioperation is all for those of ordinary skills known, is repeated no more.
The technical scheme for the railway large-scale maintenance machinery self-con-tained unit based on GPS that embodiment 2.1 is provided includes above-mentioned each Partial any combination, the simple change of each part mentioned above component or combination are still protection scope of the present invention.Above-described embodiment The railway large-scale maintenance machinery self-con-tained unit based on GPS can realize intellectualized operation, greatly reduce surfaceman's Manual labor, and operating efficiency can be improved, significantly improve homework precision, effectively save Window time, to improving rail track Transport power, saving transit time have good effect.
Embodiment 3.1:A kind of railway large-scale maintenance machinery automatic control method based on GPS, it includes:
Aa3. by job parameter data memory input needed for Along Railway;
Bb3. road maintainance machinery runs to operating location and hangs low speed operation shelves beginning operation;
Cc3. start GPS location instrument, road maintainance machinery is positioned;
Dd3. industrial computer extracts the job parameter in data storage and compared with route actual measurement data;
Ee3. industrial computer determines workload according to the difference of prestore parameter and actual measurement parameter;
Ff3. industrial computer transmits workload in the industrial computer I to road maintainance machinery;
Gg3. industrial computer I controls the operating type of road maintainance machinery.
In the present embodiment, such scheme is carried out successively according to aa3, bb3, cc3, dd3, ee3, ff3, gg3 order.
Embodiment 3.2:A kind of railway large-scale maintenance machinery automatic control method based on GPS, be the same as Example 2.1, difference It is:In route set step aa3, circulation performs step bb3, cc3, dd3, ee3, ff3, gg3.
More multioperation is all for those of ordinary skills known, is repeated no more.
The technical scheme of the railway large-scale maintenance machinery automatic control method based on GPS described in embodiment 3.1-3.2 includes upper Any combination of each several part is stated, the simple change of each part mentioned above component or combination are still protection scope of the present invention.
The railway large-scale maintenance machinery automatic control method based on GPS saves human resources described in embodiment 3.1-3.2, saves iron The maintenance time and maintenance cost on route road, while the upkeep operation higher than artificial performance accuracy can be realized.
Embodiment 4.1:A kind of tamping car of the railway large-scale maintenance machinery self-con-tained unit based on GPS, it includes tamping car Body, the tamping car body is equipped with mechanical self-control device.
In the present embodiment, the mechanical self-control device is the railway large-scale maintenance machinery based on GPS described in embodiment 2.1 Self-con-tained unit.
In the present embodiment, the mechanical self-control device is using railway large-scale road maintaining of the kind based on GPS described in embodiment 3.1 Machinery automatic control method.
In the present embodiment, the mechanical self-control device using the method for the reduction GPS location error described in embodiment 1.1 come Reduce the position error of GPS location instrument.
Embodiment 4.2:A kind of stable car of the railway large-scale maintenance machinery self-con-tained unit based on GPS, it includes stablizing car Body, the stable car body is equipped with mechanical self-control device.
In the present embodiment, the mechanical self-control device of the mechanical self-control device be the same as Example 4.1.
Embodiment 4.3:A kind of cleaning car of the railway large-scale maintenance machinery self-con-tained unit based on GPS, it includes cleaning car Body, the cleaning car body is equipped with mechanical self-control device.
In the present embodiment, the mechanical self-control device of the mechanical self-control device be the same as Example 4.1.
The working method of the vehicle for the railway large-scale maintenance machinery self-con-tained unit based on GPS that embodiment 4.1-4.3 is provided It is:In the memory for the mechanical self-control device that workload needed for Along Railway is inputted to vehicle in advance, working truck is run at high speed To operation section is treated, when vehicle carries out operation, low speed operation shelves are hung, starts GPS location instrument, vehicle is positioned, simultaneously Work data in the database of industrial computer extraction data storage on this section, after the positioning of GPS location instrument is finished, industrial computer With reference to data storage database in stored data survey data with actual measuring instrument and contrast, industrial computer is tied according to comparing Start operation in fruit operation vehicle, GPS location instrument is positioned in real time in operation traveling process, in different characteristic point, industry control The track data stored in the equal comparison data memory of machine surveys the track data of collection with vehicle, then according to predetermined operation Amount is to Mechanical course, and realization is automatically brought into operation.
When vehicle drives to characteristic point, the position signalling in operation section where GPS location instrument is provided automatically, industrial computer connects The position signalling is received, vehicle hangs operation shelves, and the work data of relevant position is transferred from memory by industrial computer automatically, with car Detection data contrasted, provide workload, required workload be transferred in the original industrial computer I of vehicle, vehicle is at it Under original industrial computer I is controlled, voluntarily according to give operational ton to carry out operation.
In high speed traveling and low speed operation driver can the GPS location instrument manually operated at any time, so as to corrector position Put and data.
Set fixed stepping-in amount during construction operation to refer to as operation, when vehicle runs into influence construction peace in work progress During full situation, regulation construction stepping-in amount and speed of application manually so that realized while construction safety is ensured machinery from Operation is instructed in dynamicization construction.
More multioperation is all for those of ordinary skills known, is repeated no more.
The technical scheme of the vehicle for the railway large-scale maintenance machinery self-con-tained unit based on GPS that embodiment 4.1-4.3 is provided Any combination including each part mentioned above, the simple change of each part mentioned above component or combination are still protection scope of the present invention.
The vehicle for the railway large-scale maintenance machinery self-con-tained unit based on GPS that embodiment 4.1-4.3 is provided can realize intelligence Energyization is operated, and greatly reduces the manual labor of surfaceman, and can improve operating efficiency, significantly improves homework precision, has Effect saves Window time, has good effect to improving rail track transport power, saving transit time.

Claims (8)

1. a kind of method for reducing GPS location error includes:
A3. at least three times positional informations are measured at characteristic point;
B3. to measure, value, as the center of circle, is made to justify by radius of satellite accuracy value;
C3. three measured values are taken all to be located at the data of extreme position;
D3. the radius for the circumscribed circle of triangle that the extreme positions of three measured values is constituted is calculated;
It is characterized in that:Above step is carried out successively according to a3, b3, c3, d3 order;The extreme position refers to three measured value institutes The three round centers of circle determined are respectively on the circumference of two other circle.
2. the method for GPS location error is reduced as claimed in claim 1, it is characterised in that:The essence of measured value in step a3-c3 Spend the precision for satellite data;The radius of the circumscribed circle drawn in step d3 as GPS location precision.
3. the method for GPS location error is reduced as claimed in claim 1 or 2, it is characterised in that:With three measurement institute values For the center of circle, 10cm is that radius is made to justify, the step c3 measurements institute value composition a length of 10cm in one side equilateral triangle, and this equilateral three It is angular to be inscribed in circle, then:Equilateral triangle length of side L=R wherein, R=10cm, α=30 °=30, from Pythagorean theorem, three Angular institute's circumradiusWherein:L=R=10cmcm;Then:The precision of three-point fix reaches ArriveThat is 5.7735cm.
4. a kind of self-con-tained unit based on GPS location, it includes GPS location instrument, and the GPS location instrument is installed in drivers' cab, should Industrial computer is also equipped with drivers' cab, the industrial computer is connected with data storage, connected between the industrial computer and the GPS location instrument Data conversion card is connect, the industrial computer is connected with executive component, and controls the action of executive component, it is characterised in that:The number It is not less than 500GB according to the capacity of memory, the self-con-tained unit based on GPS location is used such as any one of claim 1-3 The method of described reduction GPS location error.
5. the self-con-tained unit as claimed in claim 4 based on GPS location, it is characterised in that:The data storage includes subtracting Vibrating device, the vibration absorber includes setting-in inner casing in shell, the shell, and shock-reducing rubber is filled between the shell and the inner casing.
6. the self-con-tained unit as claimed in claim 5 based on GPS location, it is characterised in that:The industrial computer is installed on driver In indoor operating desk, the industrial computer receives the signal of GPS location instrument.
7. the self-con-tained unit as claimed in claim 5 based on GPS location, it is characterised in that:The data conversion card determines GPS The data I of position instrument are converted to data II, and data II are transferred into industrial computer, and industrial computer identification data II simultaneously makes corresponding finger Data III while the operational order of industrial computer is converted to data III by the data conversion card, and are transferred to each sensor by order And operation unit.
8. the self-con-tained unit based on GPS location as any one of claim 5-7, it is characterised in that:The automatic control dress Put and use automatic control method, it includes:
Aa3. by job parameter data memory input needed for Along Railway;
Bb3. road maintainance machinery runs to operating location and hangs low speed operation shelves beginning operation;
Cc3. start GPS location instrument, road maintainance machinery is positioned;
Dd3. industrial computer extracts the job parameter in data storage and compared with route actual measurement data;
Ee3. industrial computer determines workload according to the difference of prestore parameter and actual measurement parameter;
Ff3. industrial computer transmits workload in the industrial computer I to road maintainance machinery;
Gg3. industrial computer I controls the operating type of road maintainance machinery;
Such scheme is carried out successively according to aa3, bb3, cc3, dd3, ee3, ff3, gg3 order.
CN201410172719.3A 2014-04-28 2014-04-28 Reduce the method for GPS location error and the self-con-tained unit based on GPS location Active CN105022073B (en)

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CN105022358B (en) * 2014-04-28 2018-06-08 中国铁建高新装备股份有限公司 Railway large-scale maintenance machinery self-con-tained unit and method and corresponding vehicle based on GPS
CN106530785B (en) * 2016-12-16 2019-11-29 上海斐讯数据通信技术有限公司 A kind of navigation reminders method and system
CN110673179B (en) * 2019-09-12 2021-12-03 华为技术有限公司 Positioning method, positioning device and storage medium
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