Paver machine and a method for paver screed height calibration

Abstract

A paver machine includes a screed arranged to level out road material disposed on the ground and a pressure actuated screed lifting cylinder arranged to lift and lower the screed with respect to the ground. A pressure sensor is arranged to measure the pressure in the cylinder when the screed is being lifted or lowered. Further a control unit configured to receive pressure data from the pressure sensor indicative of the pressure in the screed lifting cylinder when the screed is being lifted by the screed lifting cylinder. Based on analysing the pressure data, the control unit sets a reference height position for the screed.

Claims

1. A paver machine comprising: a screed arranged to level out road material disposed on the ground; a pressure actuated screed lifting cylinder arranged to lift and lower the screed with respect to the ground; a pressure sensor arranged to measure the pressure in the cylinder when the screed is being lifted or lowered; a control unit configured to: receive pressure data from the pressure sensor indicative of the pressure in the screed lifting cylinder when the screed is being lifted by the screed lifting cylinder; determine a variation in at least a portion of the pressure data indicative of a pressure variation in the screed lifting cylinder; and when the variation is determined to be within a predetermined stability variation threshold for a predetermined time duration, set a reference height position for the screed based on the present position of the screed.

2. The paver machine according to claim 1, wherein the control unit is configured to: determine the variation in the pressure data in response to that an increase in pressure has been detected in the pressure data, the increase in the pressure is indicative that the screed is being lifted off the ground.

3. The paver machine according to claim 1, wherein the pressure sensor is arranged on a piston rod side of the pressure actuated screed lifting cylinder.

4. The paver machine according to claim 1, wherein the stability variation threshold corresponds to about 10 bar.

5. The paver machine according to claim 1, wherein the pressure actuated screed lifting cylinder is a hydraulic cylinder, wherein the pressure sensor is integrated with the screed lifting hydraulic cylinder.

6. The paver machine according to claim 1, further comprising a memory storage device, wherein the control unit is configured to store the reference height position in the memory storage device.

7. The paver machine according to claim 1, comprising: a first pressure actuated screed lifting cylinder and a second pressure actuated screed lifting cylinder, each of the pressure actuated screed lifting cylinders has an associated pressure sensor, wherein the control unit is configured to determine a variation in pressure data for each of the pressure actuated screed lifting cylinders to thereby set a reference height position for the screed.

8. The paver machine according to claim 1, wherein the pressure actuated screed lifting cylinders are arranged at the rear of the paver machine.

9. The paver machine according to claim 1, wherein the paver machine is a tracked paver.

10. The paver machine according to claim 1, wherein the reference height position is a zero height for the screed indicative of the screed height position when the screed is in contact with the ground.

11. A paver machine comprising: a screed arranged to level out road material disposed on the ground; a pressure actuated screed lifting cylinder arranged to lift and lower the screed with respect to the ground; a pressure sensor arranged to measure the pressure in the cylinder when the screed is being lifted or lowered; a control unit configured to: receive pressure data from the pressure sensor indicative of the pressure in the screed lifting cylinder when the screed is being lowered by the screed lifting cylinder; determine a variation in at least a portion of the pressure data indicative of a pressure variation in the cylinder; and when the variation is determined to exceed a variation threshold, set a reference height position for the screed based on the present position of the screed.

12. The paver machine according to claim 11, wherein the variation is a variation in the pressure data between a stabilized pressure and a decrease in pressure, the variation being indicative of the screed touching the ground.

13. The paver machine according to claim 11, wherein the pressure actuated screed lifting cylinder is a hydraulic cylinder, wherein the pressure sensor is integrated with the screed lifting hydraulic cylinder.

14. The paver machine according to claim 11, further comprising a memory storage device, wherein the control unit is configured to store the reference height position in the memory storage device.

15. The paver machine according to claim 11, wherein the paver machine is a tracked paver.

16. The paver machine according to claim 11, wherein the reference height position is a zero height for the screed indicative of the screed height position when it is in contact with the ground.

17. The paver machine according to claim 11, comprising: a first rear pressure actuated screed lifting cylinder and a second pressure actuated screed lifting cylinder, each of the pressure actuated screed lifting cylinders has an associated pressure sensor, wherein the control unit is configured to determine a variation in pressure data for each of the pressure actuated screed lifting cylinders to thereby set a reference height position for the screed.

18. The paver machine according to claim 17, wherein the pressure actuated screed lifting cylinders are arranged at the rear of the paver machine.

19. A method for height calibration of a screed of a paver machine, the paver machine comprising a pressure actuated screed lifting cylinder arranged to lift and lower the screed with respect to the ground, wherein the method comprises: receiving an indication that the screed is being lifted off the ground, collecting pressure data indicative of the pressure in the screed lifting cylinder when the screed is being lifted by the screed lifting cylinder; determining a variation in at least a portion of the pressure data indicative of a pressure variation in the cylinder; and when the variation is determined to be within a predetermined stability variation threshold, setting a reference height position for the screed based on the present position of the screed.

20. The method according to claim 19, characterized by further comprising: based on the pressure data, detecting a pressure increase for determining that the screed is being lifted off the ground before determining the variation in the pressure data.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) With reference to the appended drawings, below follows a more detailed description of embodiments of the invention cited as examples.

(2) In the drawings:

(3) FIG. 1 is a conceptual side view of a tracked paver machine,

(4) FIG. 2 is a conceptual rear view of the tracked paver machine in FIG. 1,

(5) FIG. 3 is a conceptual side view of a screed attached to a screed lifting arm,

(6) FIG. 4a-e conceptually illustrates the functionality of embodiments of the invention,

(7) FIG. 5a-d conceptually illustrates the functionality of further embodiments of the invention,

(8) FIG. 6 is a flow-chart of method steps according to embodiments of the invention, and

(9) FIG. 7 is a flow-chart of method steps according to embodiments of the invention.

DETAILED DESCRIPTION OF EXAMPLE EMBODIMENTS OF THE INVENTION

(10) The present invention will now be described more fully hereinafter with reference to the accompanying drawings, in which exemplary embodiments of the invention are shown. The invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein; rather, these embodiments are provided for thoroughness and completeness. The skilled person will recognize that many changes and modifications may be made within the scope of the appended claims.

(11) Like reference character refer to like elements throughout the description.

(12) FIG. 1 illustrates a paver machine 1 according to embodiments of the invention. The paver is a tracked paver machine 1 which accordingly comprises caterpillar tracks 9 for providing vehicle propulsion for the paver machine 1. Furthermore, the paver machine 1 comprises a hopper 3 in which road material is temporarily stored during paving. The road material is typically added to the hopper 3 from a truck. The road material may be asphalt.

(13) The paver machine 1 further comprises a screed 2 arranged at the rear of the paver machine 1. The screed 2 is arranged to level out road material 4 disposed on the ground 5 in front of the screed 2. The road material 4 has been transported from the hopper 3 to the ground via conveyor belts (not shown).

(14) The screed 2 may further comprise an auger (not shown) for distributing the road material across the width of the screed 2 such that a desired paving width may be covered with road material.

(15) A pressure actuated screed lifting cylinder 6 is arranged to lift and lower the screed 2 with respect to the ground 5. The pressure actuated screed lifting cylinder 6 is connected to a screed lifting arm 7.

(16) The screed lifting arm 7 is connected to the screed 2 at an end portion of the lifting screed lifting arm 7. A further pressure actuated screed lifting cylinder 13 is arranged further to the front of the paver machine 1 than the pressure actuated screed lifting cylinder 6. The pressure actuated screed lifting cylinder 13 is pivotally connected to the screed lifting arm 7 at its other end portion. In the presently described example embodiment, the piston rod of the pressure actuated screed lifting cylinders 6, 13 is pivotally connected to the screed lifting arm 7. The front pressure actuated screed lifting cylinder 13 may be maintained in one position when lowering or lifting the screed using the rear pressure actuated screed lifting cylinder 6. In this way, the pressure actuated screed lifting cylinders 6 and 13 may thus cooperate to cause the screed lifting arm 7 to rotate about a pivot axis 19 which thereby enables lifting or lowering the screed 2 with respect to the ground 5.

(17) FIG. 2 illustrates the rear side of the paver machine 1. In FIG. 2 there is schematically illustrated that the paver machine 1 comprises two rear pressure actuated screed lifting cylinders 6 and 16 arranged on the left and the right side of the paver machine 1, respectively. Further, the paver machine 1 comprises two front pressure actuated screed lifting cylinders 13 and 17 arranged on the left and the right side of the paver machine 1, respectively. The screed lifting cylinders are preferably pivotally attached to the main body of the paver machine 1.

(18) FIG. 3 schematically illustrates a side view of screed 2 connected to a screed lifting arm 7 which is connected to pressure actuated screed lifting cylinders 6 (rear cylinder) and 13 (front cylinder). The cylinders 6 and 13 may apply forces to the screed lifting arm 7 to cause it to rotate about the pivot axis 19 to thereby lift or lower the screed 2 with respect to the ground 5. As mentioned above, the screed lifting arm 7 may be pivotally attached to the paver machine main body such that it may rotate about the axis 19. The screed 2 is arranged at an angle of attack a with respect to the ground which makes the screed float in the pile of road material 4 placed in front of the screed 2. The screed 2 comprises a screed plate 21 which is in contact with the road material when paving which provides initial compaction on the road material.

(19) FIG. 4a-e conceptually illustrates the functionality of embodiments of the invention. First with reference to FIG. 4a-d, a conceptual screed 2 is illustrated as it is lifted from the ground 5. A rear screed lifting pressure actuated cylinder 6 is arranged to lift and lower the screed 2 with respect to the ground 5.

(20) In FIG. 4a, the screed 2 is shown to be resting on the ground 5. Thus, the screed lifting cylinder 6 does not have to apply pressure to maintain the position of the screed and consequently the pressure is at a relatively low level 14 as shown in the pressure versus time graph. As illustrated in FIG. 4b, the screed 2 is now caused to be lifted by the screed lifting cylinder 6 in the direction indicated by the arrow 11. In this moment the pressure is increasing in the screed lifting cylinder 6 to be able to lift the screed 2 off the ground 5. With reference to FIG. 4c, once the screed loses contact with the ground the pressure does no longer have to be increased and is thus stabilized at an offset level 15. The pressure is maintained at the relatively stable pressure level 15 when the screed 2 if lifted further as illustrated in FIG. 4d.

(21) The control unit 18 (conceptually illustrated in FIGS. 4a-d) is configured to receive pressure data from a pressure sensor 20 (only conceptually illustrated) arranged to measure the pressure in the screed lifting cylinder 6. The control unit 18 analyses the pressure data and determines a variation of the pressure data over a predetermined time duration ΔT. With further reference to FIG. 4c, once the variation in the pressure data over the time duration ΔT is below a predetermined stability variation 12 is the present position of the screed set as a reference height position for the screed 2. Accordingly, the present position of the screed 2 when it has just lost contact with the ground 5 will be set as a reference height position for the screed. As conceptually illustrated in FIG. 4d, the ground level may provide a reference for the screed position, such that a height (h) of the screed from the ground 5 can be determined. The time duration ΔT may be a running window that such that the variation calculation is continuously over the running window.

(22) With reference again to FIG. 3, a position of the screed may be calculated by the control unit 18 based on the geometry of the screed and the state of the screed lifting cylinder(s). The geometry relates to the relation between the locations of the screed lifting cylinders 6 and 13 and the trailing edge 30 (i.e. a location on the screed where the height is desirable to gain knowledge of). The dashed lines 23, 24, and 25 schematically indicated the geometry that the control unit may be pre-programmed to take into account for when determining a position of the screed. The geometry includes the distance (indicated by line 24) between the points where the screed lifting cylinders 13 and 6 are attached to the screed lifting arm 7, and the distances 25 and 23 between each screed lifting cylinder 6 and 13, respectively. The state of the screed lifting cylinders may be the length of the cylinder including the length of the cylinder bore 27 and the length 28 of the part of the piston rod 10 being expelled from the cylinder bore 27 for each of the screed lifting cylinders, only specifically indicated for one (6) of the screed lifting cylinders here.

(23) FIG. 4e illustrates the pressure data (see also FIGS. 4a-d) collected starting from that the screed 2 is resting on the ground when the pressure in the screed lifting cylinder 6 is at the relatively low level 14. A time T1 the pressure in the screed lifting cylinder 6 builds up in order to be able to lift the screed 2 off the ground. At time T2 the pressure starts to stabilize which is indicative of that the pressure in the screed lifting cylinder 6 is sufficient to lift the screed 2 off the ground. When the pressure is determined to be stable after the lifting has been initiated at T1, the reference height position for the screed 2 is set. That the screed is being lifted can be determined by the control unit from a signal received from a control system for the screed 2. However, it is also possible to analyse the pressure conditions in the screed lifting cylinder 6 to determine that the screed is being lifted as will be described next.

(24) The increase in the pressure starting at T1 may be detected by analysing the pressure data form the pressure sensor 20. Accordingly, a variation in the pressure data is determined and if that variation exceeds a threshold increase (ΔP) it may be determined that the screed is being lifted from a position where the screed 2 is resting on the ground. The variation of pressure should exceed the threshold ΔP over a predetermined time duration, such as corresponding to a time duration from T1 to T2. This variation in pressure may thus serve as an indication that the screed is being lifted. Also in this case may the time duration be a running window.

(25) After it has been established that the screed 2 is being lifted, the control unit may start determining the variation in the subsequent pressure data and to compare the variation with a predetermined stability threshold 12 as described above. When the variation in pressure data is within the stability threshold 12 for at least a time duration ΔT, then the present position of the screed 2 is set as a reference height position.

(26) FIG. 5a-c conceptually illustrates further embodiments of the invention. In FIG. 5a-c a conceptual screed 2 is illustrated as it is lowered towards the ground 5. A rear screed lifting pressure actuated cylinder 6 is arranged to lift and lower the screed 2 with respect to the ground 5.

(27) Initially and as conceptually illustrated in FIG. 5a, when the screed 2 is completely off the ground the pressure in the screed lifting cylinder 6 is relatively stable. Since the screed lifting cylinder 6 has to carry the screed at a height off the ground in FIG. 5a, the pressure is relatively stable and at a relatively high level 20 (see the graph in FIG. 5a). FIG. 5b illustrates the screed 2 as it is being lowered towards the ground 5 in the direction 22 by the screed lifting cylinder 6. The pressure is still maintained at the relatively high level 20. In FIG. 5c the screed is shown as it touches the ground at the trailing edge 30 of the screed 2 at time T1. Accordingly, at time T1 the pressure in the screed lifting cylinder 6 is reduced since the screed 2 is now touching the ground 5 and less pressure is required in the screed lifting cylinder 6 to carry the weight of the screed 2. At this point, the control unit 18 (conceptually illustrated) which receives pressure data from a pressure sensor 20 arranged to measure the pressure in the screed lifting cylinder 6 may determine that a pressure variation in the pressure data exceeds a variation threshold 26. The exceeding of the variation threshold 26 is indicative of that the screed 2 is touching the ground 5, whereby the present position of the screed 2 is set as a reference height position. The reference height position is subsequently used for determining the height of the screed from the reference height position. The reference height position is the position of the screed when it touches the ground. Accordingly, the height of the screed 2 from the ground 5 may be determined.

(28) FIG. 5d illustrates the pressure data (see also FIGS. 5a-c) collected starting from that the screed 2 is in a lifted position supported by the screed lifting cylinder 6 and the pressure is a the relatively high level 20. At time T1 a pressure decrease is started as a result of that the screed 2 touches the ground (see FIG. 5c). That the screed is being lowered can be determined by the control unit from a signal received from a control system for the screed. However, it is also possible to analyse the pressure conditions in the screed lifting cylinder for determine that the screed 2 is being lifted.

(29) As schematically illustrated in FIG. 5d, the pressure in the screed lifting cylinder is relatively stable until time T1 when the screed touches the ground. Accordingly, it may firstly be determined that the pressure is stable as described above, e.g. with reference to FIG. 4c-e. If the stable pressure at the relatively high pressure level 20 is followed by a decrease in pressure (over a time duration ΔT) relative the stable level 20 (FIG. 5c), the decrease exceeding a threshold 26 then it may first be concluded that the screed 2 has been lowered, and at the same time it can be concluded that the screed 2 has touched the ground 5 and a reference height position may be set. In this way, the reference height position will be the position of the screed when it touches the ground 5.

(30) In some possible implementations any of the above described methods for determining a reference height position may be performed on each of the rear screed lifting cylinders 6, 16 in FIG. 2. In this way it is possible to determine a reference height position on both the left side (cylinder 6) and on the right side (cylinder 16) of the screed 2, which advantageously takes into account any cross-wise slope of the ground. In FIG. 2, the first 6 and the second screed lifting cylinder 16 are symmetrically arranged on the paver machine 1 in a side-wise (left-right) perspective.

(31) FIG. 6 is a flow-chart of method steps according to an embodiment of the invention. The method is for height calibration of a screed of a paver machine comprising a pressure actuated screed lifting cylinder arranged to lift and lower the screed with respect to the ground. In step S602 is an indication that the screed is being lifted off the ground received. The indication may be received from a screed control system or it may be based on detecting a pressure increase in the pressure actuated screed lifting cylinder. Pressure data indicative of the pressure in the screed lifting cylinder when the screed is being lifted by the screed lifting cylinder is collected in step S604. In step S606 is a variation in at least a portion of the pressure data indicative of a pressure variation in the cylinder determined. When the variation is determined to be within a predetermined stability variation threshold a reference height position is set S608 for the screed based on the present position of the screed.

(32) FIG. 7 is a further flow-chart of method steps according to a further embodiment of the invention. In step S702 an indication that the screed is being lowered with respect to the ground is received. This indication may be received from a screed control system or it may be based on detecting that the pressure in the pressure actuated screed lifting cylinder changes from a stable pressure to a decreased pressure. Pressure data indicative of the pressure in the screed lifting cylinder when the screed is being lowered by the screed lifting cylinder is collected in step S704. A variation in at least a portion of the pressure data indicative of a pressure variation in the cylinder is determined in step S706. When the variation is determined to exceed a variation threshold, a reference height position for the screed is set S708 based on the present position of the screed.

(33) The control unit (e.g. control unit 18) may include a microprocessor, microcontroller, programmable digital signal processor or another programmable device. Thus, the control unit 18 may comprise electronic circuits and connections (not shown) as well as processing circuitry (not shown) such that the control unit 18 can communicate with different parts of the paver machine 1 such as the brakes, driveline, in particular a combustion engine, an electric machine, a clutch, and a gearbox in order to at least partly operate the paver machine 1. The control unit 18 may comprise modules in either hardware or software, or partially in hardware or software and communicate using known transmission buses such as CAN-bus and/or wireless communication capabilities. The processing circuitry may be a general purpose processor or a specific processor. The control unit 18 may comprise a non-transitory memory for storing computer program code and data upon. Thus, the skilled addressee realizes that the control unit 18 may be embodied by many different constructions.

(34) The control functionality of the present disclosure may be implemented using existing computer processors, or by a special purpose computer processor for an appropriate system, incorporated for this or another purpose, or by a hardwire system. Embodiments within the scope of the present disclosure include program products comprising machine-readable medium for carrying or having machine-executable instructions or data structures stored thereon. Such machine-readable media can be any available media that can be accessed by a general purpose or special purpose computer or other machine with a processor. By way of example, such machine-readable media can comprise RAM, ROM, EPROM, EEPROM, CD-ROM or other optical disk storage, magnetic disk storage or other magnetic storage devices, or any other medium which can be used to carry or store desired program code in the form of machine-executable instructions or data structures and which can be accessed by a general purpose or special purpose computer or other machine with a processor. When information is transferred or provided over a network or another communications connection (either hardwired, wireless, or a combination of hardwired or wireless) to a machine, the machine properly views the connection as a machine-readable medium. Thus, any such connection is properly termed a machine-readable medium. Combinations of the above are also included within the scope of machine-readable media. Machine-executable instructions include, for example, instructions and data which cause a general purpose computer, special purpose computer, or special purpose processing machines to perform a certain function or group of functions.

(35) Although the figures may show a sequence the order of the steps may differ from what is depicted. Also two or more steps may be performed concurrently or with partial concurrence. Such variation will depend on the software and hardware systems chosen and on designer choice. All such variations are within the scope of the disclosure. Likewise, software implementations could be accomplished with standard programming techniques with rule based logic and other logic to accomplish the various connection steps, processing steps, comparison steps and decision steps. Additionally, even though the invention has been described with reference to specific exemplifying embodiments thereof, many different alterations, modifications and the like will become apparent for those skilled in the art.

(36) It is to be understood that the present invention is not limited to the embodiments described above and illustrated in the drawings; rather, the skilled person will recognize that many changes and modifications may be made within the scope of the appended claims.