EP1825064A1 - Method and device for monitoring a road processing machine - Google Patents
Method and device for monitoring a road processing machineInfo
- Publication number
- EP1825064A1 EP1825064A1 EP05816965A EP05816965A EP1825064A1 EP 1825064 A1 EP1825064 A1 EP 1825064A1 EP 05816965 A EP05816965 A EP 05816965A EP 05816965 A EP05816965 A EP 05816965A EP 1825064 A1 EP1825064 A1 EP 1825064A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- height
- working part
- processing machine
- working
- road processing
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000012545 processing Methods 0.000 title claims abstract description 46
- 238000000034 method Methods 0.000 title claims description 19
- 238000012544 monitoring process Methods 0.000 title 1
- 238000005259 measurement Methods 0.000 claims abstract description 25
- 230000005484 gravity Effects 0.000 claims description 6
- 238000011156 evaluation Methods 0.000 claims description 4
- 230000003111 delayed effect Effects 0.000 abstract 1
- 239000010426 asphalt Substances 0.000 description 12
- 238000010276 construction Methods 0.000 description 8
- 239000000463 material Substances 0.000 description 6
- 238000012937 correction Methods 0.000 description 4
- 239000007787 solid Substances 0.000 description 4
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- UNILWMWFPHPYOR-KXEYIPSPSA-M 1-[6-[2-[3-[3-[3-[2-[2-[3-[[2-[2-[[(2r)-1-[[2-[[(2r)-1-[3-[2-[2-[3-[[2-(2-amino-2-oxoethoxy)acetyl]amino]propoxy]ethoxy]ethoxy]propylamino]-3-hydroxy-1-oxopropan-2-yl]amino]-2-oxoethyl]amino]-3-[(2r)-2,3-di(hexadecanoyloxy)propyl]sulfanyl-1-oxopropan-2-yl Chemical compound O=C1C(SCCC(=O)NCCCOCCOCCOCCCNC(=O)COCC(=O)N[C@@H](CSC[C@@H](COC(=O)CCCCCCCCCCCCCCC)OC(=O)CCCCCCCCCCCCCCC)C(=O)NCC(=O)N[C@H](CO)C(=O)NCCCOCCOCCOCCCNC(=O)COCC(N)=O)CC(=O)N1CCNC(=O)CCCCCN\1C2=CC=C(S([O-])(=O)=O)C=C2CC/1=C/C=C/C=C/C1=[N+](CC)C2=CC=C(S([O-])(=O)=O)C=C2C1 UNILWMWFPHPYOR-KXEYIPSPSA-M 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002996 emotional effect Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
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- 230000035945 sensitivity Effects 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/004—Devices for guiding or controlling the machines along a predetermined path
- E01C19/006—Devices for guiding or controlling the machines along a predetermined path by laser or ultrasound
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/48—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ
Definitions
- the invention relates to a method for controlling the travel of a road surface moving machine according to the preamble of claim 1, a road processing machine according to the preamble of claim 11 and a system for carrying out a method for controlling the travel of a road surface moving machine on a base surface and the working height of a height-adjustable working part according to claim 17.
- machines are used for various work steps that travel along a given route and perform a desired processing step.
- asphalt pavers are used to apply asphalt pavers with a vehicle and a height-adjustable trowel or screed fastened thereto.
- the asphalt material is distributed by the vehicle along the front edge of the screed.
- the screed sweeps and smoothes and densifies the asphalt material to provide a continuous asphalt pavement having a desired surface course.
- the screed bar can be positioned vertically so that a desired surface profile is achieved as accurately as possible.
- a Reference used for vertical positioning. If, as a reference line, a rope or a wire has to be stretched along the road to be paved, this is a great expense. If the base surface on which the asphalt is applied is used as a reference, it must be formed very precisely with great effort.
- a laser beam is used as a reference, in which case the height of the screed relative to the laser is detected with a sensor attached to the screed bar and the screed bar is kept at a desired height.
- DE 100 60 903 describes a prior art in which the position of a reference surface is detected with a touch probe or with three spaced apart in the direction of movement laser measuring heads.
- it is proposed to arrange at one point above the screed bar three differently aligned laser distance meters which detect the distance to three measurement points one behind the other in the direction of movement.
- the distance values are each converted into a height and a horizontal distance.
- a height control signal is generated for the screed or other processing tool.
- the accuracy of the height determination with the obliquely aligned laser distance meters is reduced by the mounting accuracy and the fact that at least one measuring point is located on the already applied coating.
- an exactly constant sensor alignment is hardly achievable due to vibrations as well as large temperature and humidity fluctuations.
- a small unrecognized change in angle already leads to a considerable error in the height calculated from the measurement assuming the wrong orientation.
- a method is known in which a road processing machine with a height-adjustable working part is used together with at least one transmitter.
- a sensor on the machine receives at least one signal of the at least one transmitter and from the received signal, a height position information is derived, which is used for vertical positioning of the height-adjustable working part.
- a system of transmitter and sensor is about a GPS system used.
- the reference surface is run over without processing only for detecting the reference surface layer, which is associated with a double driving effort.
- a solution is known from EP 1 079 029 A2 in which a GPS system and a tilt-adjustable rotary laser system are used for the three-dimensional control or leveling of a construction machine.
- the GPS system on the construction machine determines two location coordinates of the construction machine, which are transmitted to the fixed rotation laser system.
- the current location coordinates are assigned a desired altitude and the rotating laser is aligned to mark the desired altitude for a linear laser receiver of the construction machine.
- the laser receiver determines the current deviation of the working tool from the desired height. According to this deviation, the altitude of the working tool is adjusted.
- This solution is very expensive because it is a GPS system, a complex rotation laser system, a radio link between these systems, a linear laser receiver and at least one controller.
- there are problems in areas such as under bridges where the satellite signals required by the GPS system can not be received.
- DE 199 51 297 C1 relates to an automatic longitudinal control of a paver during the installation of a road layer. Solutions are based on tracking a prism mounted on the paver using a laser total station. This station tracks the prism by means of an alignable in all directions optics. The position of the construction machine or screed is calculated from the solid angle of the optics, the distance between the prism and the optics and the position of the total station. For precise height adjustment of the screed, the prism must be arranged as directly above the screed trailing edge as possible. However, there are then steering inaccuracies that negatively affect the course of pavement.
- the invention is based on the object of finding a simple solution with which a height-adjustable working part of a road processing machine can be precisely positioned in the vertical direction and the steering function of the road processing machine can be improved.
- the prism arranged on the roadworking machine horizontally away from the working part in front of the center of gravity of the roadworking machine and thus the steering function can be improved without causing the height adjustment of the working part is deteriorated.
- the height determination at the prism must be converted into a height at the working part (screed) using at least one value of at least one reference determination.
- Position item such as a GPS device, can be used.
- An active position element should be connected to the
- the other elements may be active or passive Act elements. If a GPS device is used as the position element, then this should also be able to determine the position in the vertical direction as accurately as possible.
- a position element in the form of a modified GPS device yet another signal from a Vertikalpositioniersender, for example, as a rotating laser supplied, so that from the satellite signals and the further signal, the spatial position of the position element are determined very accurately in the vertical direction can.
- an effective height difference between the position element and a point at the working part can be determined for each possible alignment position of this connection. For the determination of the effective height difference, it is most accurate if the inclination of the direct connecting line between the position element and the point at the working part, ie an angle to the vertical or to the horizontal, is determined.
- connection consists of at least one substantially vertical and one substantially horizontal portion, so the respective inclinations of both sections can be detected.
- the fixed connection is rotated substantially only about a single horizontal axis, then a single tilt determination is sufficient.
- the horizontal pivot axis of the working part leading linkage is changed by a height adjustment in height. This allows the working part to float on the warm asphalt material.
- a height difference between the position element and the working tool must be determined with at least one value derived from a reference determination.
- the reference determination preferably comprises an inclination determination with which the current orientation of the fixed connection is detected. If necessary, the alignment of the fixed connection can also be determined by means of two distance measurements to the base surface or to a reference height. For this purpose, the distances from two different points of the fixed connection to a reference position are determined.
- the roadworking machine travels forward on the base surface, two points offset in the direction of travel are skewed over the same area of the base surface. If now the horizontal distance between the two points of the fixed connection is divided by the driving speed, one obtains the time interval which should elapse between a distance measurement at the first and a distance measurement at the second point. This time interval can be used to ensure that the two distance measurements are made on the same reference surface. Alternatively, the position determination with the help of total station and prism can be used. From the two distances to a reference surface, the height difference between position element and working part can be determined. With a known height of the position element can be determined exactly the height of the working part or a working edge with the determined height difference.
- This height determination for the working part can also be carried out if there is no firm connection between the position element and the working part.
- a position element and a first distance sensor for determining a distance to the base surface are arranged in front of the road processing machine in the direction of travel.
- a second distance sensor is arranged offset to the first sensor in the direction of travel to the rear. This arrangement can also be used without firm connection between the working part and the position element for determining the height of the working part in straight running of the machine. In curves, the position determination can be used.
- the height adjustment device performs only a parallel displacement of the fixed connection during adjustment, the height difference does not depend on the adjustment height.
- the height correction is constant and it only needs to be checked that no further correction is needed. Accordingly, the reference determination is to monitor the parallel alignment.
- Slope determination the orientation of the road processing machine or the underlying Base surface to be determined.
- the measured slope can be used as a reference for correcting altitude. From the position of the position element and this height correction results in the current height of the working part.
- the position element can be arranged so that the path of the Road processing machine can be optimally monitored.
- the positioning element is fastened to a location of the roadworking machine which is as far away as possible from the turning axis.
- the positioning of the position element is selected with regard to an optimized signal utilization with respect to the determination of the travel path of the roadworking machine.
- the position element in the direction of travel before the machine center of gravity can be arranged laterally on the left or right edge of the machine.
- Particularly favorable is the positioning of the position element at the front end of the road processing machine in the direction of travel as far as possible left or right - and thus as far forward and close to the chassis. Because roadworking machines usually rotate with a height-adjustable working part while driving a curve such that the working part does not swing or at least only slightly swings out, the position element should be as far away from the working part as possible.
- the positioning element When the working part is arranged in the rear end region of the machine, the positioning element is arranged in the front end region. In an undesirable lateral swinging of the vehicle, the position element is noticeably moved away from the driving line. A correction control can immediately bring the road processing machine back on the desired track. The working part essentially always stays on the desired path.
- the position element is the generic precise control of the travel of the road processing machine at a position at least - in the direction of travel of the machine - in front of the machine center of gravity, in particular as far as possible in front of the machine center of gravity attached.
- the attachment of the position element or the prism as far forward as possible also simplifies the design of the control algorithm, which is simpler in so far as the control of the direction of travel can be adjusted directly to the horizontal error and the longitudinal axis of the road processing machine need not be known. Their additional knowledge naturally improves the regulation.
- Fig. 1 is a schematic side view of a road processing machine with a tilt sensor and Fig. 2 is a schematic side view of a road processing machine with two distance measuring devices
- FIG. 1 and 2 show a roadworking machine 2 traveling on a base surface 1.
- the illustrated machine is a road paver with a vehicle 3 and a working part 4 fastened thereto in a height-adjustable manner in the form of a screed.
- the asphalt material 5 is distributed by a distributor 6 along the front edge of the working part 4.
- the working part 4 disposed at the rear end of the road working machine 2 sweeps and smoothes the asphalt material 5 and compacts it to provide a continuous asphalt pavement 7 having a desired surface course.
- the pivot bearing 9 are movable as pivot points of hydraulic cylinders as actuators 10 and adjustable in height.
- the current position and / or direction is determined at points along the track, determines the working height of the working part and the determined position or direction of travel with a desired position or desired direction and the working height with a Nominal height to be compared.
- a control signal should be provided with which the deviation can be compensated by a corresponding control of the roadworking machine 2. If the working height deviates from the desired height, the working part 4 should be raised or lowered by the supports 8 until the desired height is achieved.
- a position element arranged on the roadworking machine 2 can be tracked with a laser total station 12 when it is equipped with a prism 11.
- This station 12 tracks the prism 11 by means of an alignable in all directions optics. From the solid angle of the optics, the distance between prism 11 and optics and the position of the total station 12, the position of the prism 11 is calculated. For comparison with a desired route, the positions and / or directions along the desired route must be present as set points for the road-building machine 2 at the location where the prism 11 is located. In order to ensure a desired processing path in the working part, the curve behavior of the road-working machine 2 should be taken into account in the determination of the desired path for the prism 11, so that the working part 4 along the desired path emotional. The direction of travel can be determined from successive positions.
- the prism 11 is as far as possible placed in front - in the embodiment, for example
- the permissible tolerances for the working height are smaller than for the lateral alignment of the working part.
- the current height of the working part 4 must be recorded extremely accurately. Between the positional height of the prism 11 and the working height of the working part 4 there is no fixed relationship, because they are arranged offset in the longitudinal direction of the machine. When the base surface 1 is inclined in the direction of travel, the working part 4 is lower relative to the height of the prism 11 than in the case of a flat base surface 1.
- Lifting and lowering movements of the carrier 8 and also variable inclinations of the base surface 1 change the height difference between the prism and the working part 4 .
- at least one value of at least one reference determination should be used for the calculation of the working height in the working part.
- the laser total station 12 is connected to an evaluation and control device, not shown, for evaluating the position information of the position element - here the prism 11 - and for providing control signals for controlling the
- Road processing machine 2 and connected to control the height adjustment of the working part 4.
- the at least one reference sensor for performing at least one reference determination is connected to the control device.
- At least a part of the connections are designed as radio links.
- the control device is preferably arranged on the roadworking machine 2, but could possibly also be arranged at the laser total station 12. If the control device is arranged on the machine 2, the connections to sensors and actuators can be formed as line connections.
- This connection 13 comprises, for example, a substantially horizontally extending connecting part 13a and a vertically connected connecting part 13b connected thereto. If the prism 11 is connected via a fixed connection with the working part 4, then for each possible alignment position of this connection 13 can be an effective Height difference between the prism 11 and a point at the working part 4 can be determined. For the determination of the effective height difference, it is most accurate if the inclination of the direct connecting line between the prism and the point at the working part 4, ie an angle to the vertical or to the horizontal, is determined. For this purpose, a tilt sensor 14 aligned in the direction of the direct connection line to a part of the fixed connection 13 are attached.
- the tilt sensor 14 is attached to the horizontally extending connecting part 13a.
- a second tilt sensor aligned perpendicular to the first tilt sensor, is also arranged on the fixed connection, so that the inclination of the fixed connection can be detected in two different directions.
- a transversely mounted to the direction of inclination sensor can thus provide additional information.
- At least one first distance measurement to the base surface 1 and with a second distance measuring device 16 at least one second distance measurement to the base surface 1 are performed in a second embodiment for reference determination at the prism 11 with a first distance measuring device 15.
- the time offset between measurements belonging together should be chosen based on the driving speed so that the two measurements are made essentially at the same reference point.
- the prism is connected to the roadworking machine 2 via a support bar 13c.
- Analog must be given between the working part 4 and the second distance measuring device 16 in the vertical direction a fixed and in the horizontal direction the smallest possible distance. Because asphalt material 5 is distributed by a distributor 6 in the working part 4, preferably the second distance measurement must be performed directly in front of the distributor 6, so that the base surface is still exposed. If the distance measurement is made laterally next to the discharged asphalt, it can also be done directly next to the working part. It goes without saying that the arrangement of the second distance measuring device 16 can be adapted to the respective working part 4.
- Working part 4 at least a second distance measurement to the base surface 1 can be advantageously used.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Optics & Photonics (AREA)
- Road Paving Machines (AREA)
- Road Repair (AREA)
- Lifting Devices For Agricultural Implements (AREA)
Abstract
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP05816965A EP1825064B1 (en) | 2004-12-17 | 2005-12-19 | Method and device for monitoring a road processing machine |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP04029963A EP1672122A1 (en) | 2004-12-17 | 2004-12-17 | Method and apparatus for controlling a road working machine |
EP05816965A EP1825064B1 (en) | 2004-12-17 | 2005-12-19 | Method and device for monitoring a road processing machine |
PCT/EP2005/056932 WO2006064062A1 (en) | 2004-12-17 | 2005-12-19 | Method and device for monitoring a road processing machine |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1825064A1 true EP1825064A1 (en) | 2007-08-29 |
EP1825064B1 EP1825064B1 (en) | 2009-06-17 |
Family
ID=34927826
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP04029963A Withdrawn EP1672122A1 (en) | 2004-12-17 | 2004-12-17 | Method and apparatus for controlling a road working machine |
EP05816965A Active EP1825064B1 (en) | 2004-12-17 | 2005-12-19 | Method and device for monitoring a road processing machine |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP04029963A Withdrawn EP1672122A1 (en) | 2004-12-17 | 2004-12-17 | Method and apparatus for controlling a road working machine |
Country Status (9)
Country | Link |
---|---|
US (1) | US7643923B2 (en) |
EP (2) | EP1672122A1 (en) |
JP (1) | JP5390100B2 (en) |
CN (1) | CN101072916B (en) |
AT (1) | ATE434086T1 (en) |
AU (1) | AU2005315566B2 (en) |
CA (1) | CA2591563C (en) |
DE (1) | DE502005007537D1 (en) |
WO (1) | WO2006064062A1 (en) |
Cited By (1)
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EP4083322A1 (en) | 2021-04-27 | 2022-11-02 | Leica Geosystems AG | System and method for controlling a road construction process |
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- 2005-12-19 DE DE502005007537T patent/DE502005007537D1/en active Active
- 2005-12-19 AU AU2005315566A patent/AU2005315566B2/en not_active Ceased
- 2005-12-19 WO PCT/EP2005/056932 patent/WO2006064062A1/en active Application Filing
- 2005-12-19 EP EP05816965A patent/EP1825064B1/en active Active
- 2005-12-19 CN CN2005800418524A patent/CN101072916B/en active Active
- 2005-12-19 CA CA2591563A patent/CA2591563C/en active Active
- 2005-12-19 JP JP2007546084A patent/JP5390100B2/en active Active
- 2005-12-19 US US11/721,976 patent/US7643923B2/en active Active
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP4083322A1 (en) | 2021-04-27 | 2022-11-02 | Leica Geosystems AG | System and method for controlling a road construction process |
Also Published As
Publication number | Publication date |
---|---|
DE502005007537D1 (en) | 2009-07-30 |
AU2005315566B2 (en) | 2010-07-01 |
WO2006064062A1 (en) | 2006-06-22 |
JP2008524473A (en) | 2008-07-10 |
US20080208417A1 (en) | 2008-08-28 |
EP1672122A1 (en) | 2006-06-21 |
AU2005315566A1 (en) | 2006-06-22 |
CN101072916A (en) | 2007-11-14 |
CA2591563C (en) | 2013-08-13 |
EP1825064B1 (en) | 2009-06-17 |
JP5390100B2 (en) | 2014-01-15 |
US7643923B2 (en) | 2010-01-05 |
ATE434086T1 (en) | 2009-07-15 |
CA2591563A1 (en) | 2006-06-22 |
CN101072916B (en) | 2012-05-09 |
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