Method and apparatus for operating compacting machinery relative to a work site

• US 5,471,391 A
• Filed: 12/08/1993
• Issued: 11/28/1995
• Est. Priority Date: 12/08/1993
• Status: Expired due to Term

• Current Assignee: Caterpillar Incorporated
• Original Assignee: Caterpillar Incorporated
• Inventors: Henderson, Daniel L., Gudat, Adam J.
• Primary Examiner(s): ZANELLI, MICHAEL J
• Application Number:
  US08/164,171
• Time in Patent Office: 720 Days
• Field of Search: 364/449, 364/460, 364/424.07, 364/424.01, 364/424.02, 364/148, 364/149, 364/150, 364/151, 364/146, 364/551.01, 364/551.02, 364/562, 364/578, 342/357, 342/457, 340/989, 340/990, 340/995, 37/906, 37/907
• US Class Current: 701/50
• CPC Class Codes: E01C 19/004 Devices for guiding or controlling the machines along a predetermined path for graders or bulldozers E02F3/841; for other soil-shifting machines E02F9/2045
• CPC Class Codes: E02F 9/2045 Guiding machines along a predetermined path for graders E02F3/841; machines for construction of roads E01C19/004
• CPC Class Codes: E02F 9/26 Indicating devices E02F5/145 takes precedence
• CPC Class Codes: G05D 1/0044 by providing the operator with a computer generated representation of the environment of the vehicle, e.g. virtual reality, maps maps used for automatic navigation G05D1/0274; flight directors G01C23/005

Abstract

A method and apparatus for operating compacting machinery such as landfill, earth or asphalt compactors relative to a work site to compact the site material toward a desired degree of compaction. A first model representing the desired degree of compaction of the site and a second model representing the actual degree of compaction of the site are stored in a digital data storage facility. The machine is equipped with a position receiver to determine in three-dimensional space the location of the compacting portions of the machine relative to the site. A dynamic database receives the machine position information, determines the difference between the degree of compaction of the first and second site models and generates representational signals of that difference for directing the operation of the machine to bring the actual degree of compaction of the site into conformity with the desired degree of compaction. In one embodiment, the signals representing the machine position and the difference between the first and second site models are used to generate an operator display which is updated in real time as the machine operates over the site. Alternately, the signals representing the difference between the first and second site models can be supplied to automatic machine controls for automatic or semi-automatic operation of the machine.

Claims

1. Apparatus for directing the operations of a mobile site compacting machine comprising:

(a) digital data storage and retrieval means for storing a first site model representing the desired degree of compaction of a site and a second site model representing the actual degree of compaction of the site;

(b) means for generating digital signals representing in real time the instantaneous position in three-dimensional space of at least a portion of the compacting machine as it traverses the site;

(c) means for receiving said position signals and for updating the second model in accordance therewith;

(d) means for determining the difference between the first and second models in real time; and

(e) means for directing the operation of the compacting machine in accordance with the difference to bring the updated second model into conformity with the first model.

2. Apparatus as defined in claim 1, wherein the means for generating three-dimensional position signals include a GPS receiver.

3. Apparatus as defined in claim 1, wherein the means for generating three-dimensional position signals is carried on the machine.

4. Apparatus as defined in claim 1, wherein the means for directing the operation of the machine include an operator display.

5. Apparatus as defined in claim 4, wherein the operator display includes a plan view of the site models and the difference therebetween.

6. Apparatus as defined in claim 4, wherein the operator display includes a real-time display of the position of the compacting machine relative to the site models.

7. Apparatus as defined in claim 4, wherein the operator display is carried on the mobile machine.

8. Apparatus as defined in claim 4, wherein the operator display is located off the mobile machine.

9. Apparatus as defined in claim 1, wherein the means for receiving the position signals and updating the second model, and the means for determining the difference between the first and second models are located on the machine.

10. Apparatus as defined in claim 1, wherein the means for receiving the position signals and updating the second model, and the means for determining the difference between the first and second models are located off the machine.

11. Apparatus as defined in claim 1, wherein the means for directing the operation of the machine include closed-loop automatic control means connected to actuate one or more operating systems on the machine.

12. Apparatus as defined in claim 1, further including differencing means for determining in real time a path of the machine relative to the site between position readings.

13. Apparatus as defined in claim 12, wherein the differencing means includes means for determining an effective width of a compacting portion of the machine which is of a magnitude less than or equal to the actual width of the compacting portion.

14. Apparatus as defined in claim 13, wherein the differencing means includes means for determining the area of the site traversed by the compacting portion of the machine between position readings, and means for updating the second site model according to the area traversed by the effective width of the compacting portion.

15. Apparatus as defined in claim 1, wherein the first site model comprises a predetermined desired degree of compaction of the site relative to an uncompacted state, and the difference between the first and second site models comprises the difference between the actual degree of compaction of the site and the desired degree of compaction of the site.

16. Apparatus as defined in claim 15, wherein the difference between the first and second site models is incremented between an uncompacted state of the site and the desired degree of compaction, the means for determining the difference between the first and second site models including means for detecting the addition of uncompacted material to the site and decrementing the difference between the first and second site models to the uncompacted state where the uncompacted material is detected.

17. Apparatus as defined in claim 15, wherein the desired degree of compaction is a function of one or more compacting passes by the machine over the site, and the means for determining the difference between the first and second site models include means for determining a number of compacting passes by the machine over the site.

18. Apparatus as defined in claim 15, wherein the desired degree of compaction is a function of a change in the elevation of the site, and the means for determining the difference between the first and second site models include means for determining a change in the elevation of the site.

19. Apparatus as defined in claim 1, wherein the machine comprises a landfill compactor.

20. Apparatus as defined in claim 1, wherein the machine comprises an asphalt paving machine.

21. Apparatus as defined in claim 1, wherein the machine comprises an earth compacting machine.

22. A method of directing the operation of a mobile site compacting machine comprising the steps of:

(a) producing and storing in a digital data storage and retrieval means both a first site model representing the desired degree of compaction of the site and a second site model representing the actual degree of compaction of the site;

(b) generating signals representing in real time the instantaneous position in three-dimensional space of at least a portion of the compacting machine as it traverses the site;

(c) updating the second model in accordance with said three-dimensional position signals;

(d) determining the difference between the first and second site models; and

(e) directing the operation of the compacting machine in accordance with the difference to bring the updated second site model into conformity with the first site model.

23. A method as defined in claim 22, wherein the three-dimensional position signals are generated by a GPS receiver.

24. A method as defined in claim 22, wherein the three-dimensional position signals are generated by means carried on the machine.

25. A method as defined in claim 24, wherein the step of directing the operation of the machine in accordance with the difference between the first and second site models includes providing an operator display of the difference between the first and second site models.

26. A method as defined in claim 25, further including the step of displaying the difference between the first and second site models in a plan view.

27. A method as defined in claim 25, further including the step of displaying a real time position of the machine relative to the first and second site models.

28. A method as defined in claim 25, further including the step of providing the operator display on the machine.

29. A method as defined in claim 25, further including the step of providing the operator display off the machine.

30. A method as defined in claim 22, wherein the steps of updating the second model and determining the difference between the first and second models are carried out by means on the machine.

31. A method as defined in claim 22, wherein the steps of updating the second model and determining the difference between the first and second models are carried out by means off the machine.

32. A method as defined in claim 22, wherein the step of directing the operation of the machine in accordance with the difference between the first and second site models includes the step of delivering a signal to automatic control means on the machine for controlling operation of a machine system to bring the second site model into conformity with the first site model.

33. A method as defined in claim 22, wherein the first site model comprises a predetermined desired degree of compaction of the site relative to an uncompacted state, and the difference between the first and second site models is determined as the difference between the actual degree of compaction of the site and the desired degree of compaction of the site.

34. A method as defined in claim 33, wherein the difference between the first and second site models is incremented between an uncompacted state of the site and the desired degree of compaction, and the step of determining the difference between the first and second site models includes the step of determining the addition of uncompacted material to the site and decrementing the difference between the first and second site models to the uncompacted state where the uncompacted material is detected.

35. A method as defined in claim 33, wherein the desired degree of compaction is determined as a function of a number of compacting passes by the machine over the site.

36. A method as defined in claim 33, wherein the desired degree of compaction is determined as a function of a change in the elevation of the site.

37. A method as defined in claim 22, wherein the step of updating the second model in accordance with the position of the machine includes the step of determining in real time a path of the machine relative to the site between the position readings.

38. A method as defined in claim 37, wherein the compacting machine includes two spaced compacting wheels with site-contacting footprints, and the step of determining in real time the path of the machine includes the step of determining in real time the path of the spaced footprints between position readings.

39. A method as defined in claim 38, wherein the step of determining the real time path of the footprints between position readings includes the step of tracking a line path of the centers of the footprints between position readings.

40. A method as defined in claim 37, further including the step of determining an effective width for a compacting portion of the machine which is of a magnitude less than or equal to the actual width of the compacting portion.

41. A method as defined in claim 40, further including the step of determining the area of the site traversed by the compacting portion of the machine between position readings, and updating the second site model according to the area of the site traversed by the effective width of the compacting portion.

42. A method as defined in claim 22, including the step of directing the operation of the machine for landfill compacting.

43. A method as defined in claim 22, including the step of directing the operation of the machine for earth compacting.

44. A system for accurately monitoring and controlling the compaction of a work site and compaction machinery operating on the work site, comprising:

a mobile compacting machine for compacting the site, the machine equipped with positioning means to accurately determine in real time the instantaneous position of at least a portion of the machine in three dimensions as the machine traverses the site;

a digital data storage facility in communication with the positioning means;

a first model of a desired degree of site compaction, and a second model of the actual degree of site compaction, the first and second site models stored in the digital data storage facility;

dynamic database means communicating with the digital data storage facility and the positioning means, the dynamic database means monitoring the position of the machine relative to the site in real time and updating the second site model in real time in response to the monitored position of the machine as it traverses the site, the dynamic database means further generating signals representing the difference in the degree of compaction between the first and second site models for directing the operation of the machine to bring the second updated site model into conformity with the first site model.

45. A system as defined in claim 44, further including operator display means for communicating said signals with the dynamic database means, and displaying the difference between the first and second site models and the position of the machine relative to the site.

46. A system as defined in claim 45, wherein the operator display is located on the machine.

47. A system as defined in claim 45, wherein the operator display is located off the machine.

48. A system as defined in claim 44, wherein the dynamic database means is located on the machine.

49. A system as defined in claim 44, wherein the dynamic database means is located off the machine.

50. A system as defined in claim 44, further including automatic control means on the machine in communication with the dynamic database means, the signals representing the difference between the first and second site models operating the automatic control means to bring the second site model into conformity with the first site model.

51. A system as defined in claim 44, wherein the positioning means comprise a GPS receiver.

52. A system as defined in claim 44, wherein the positioning means are mounted on the machine at a known position relative to a portion of the machine in contact with the site surface.

53. A system as defined in claim 44, wherein the machine is provided with positioning means located at first and second spaced locations on the machine, said positioning means at the second location providing a directional reference relative to the positioning means at the first location.

54. A system as defined in claim 44, wherein the dynamic database includes differencing means for determining in real time a path of the machine relative to the site between position readings.

55. A system as defined in claim 54, wherein the machine includes two spaced compacting wheels with site-contacting footprints at a known, fixed position relative to the positioning means, the differencing means determining in real time the path of the footprints relative to the site between position readings.

56. A system as defined in claim 55, wherein the differencing means includes a Bresenham'"'"'s algorithm for determining a line path of the centers of the compacting wheel footprints of the compacting machine between position readings.

57. A system as defined in claim 52, wherein the machine includes a compacting portion of continuous width, and the dynamic database means includes means for determining an effective width for the compacting portion which is of a magnitude less than or equal to the actual width of the compacting portion.

58. A system as defined in claim 57, wherein the differencing means includes a fill-in-the-polygon algorithm for determining the path traversed by the effective width of the compacting portion of the machine between position readings.

59. A system as defined in claim 58, wherein the dynamic database means further includes means for updating the second site model according to the area of the site traversed by a compacting portion of the machine.

60. A method for determining in real time a path of a mobile compacting machine over a work site, comprising the steps of:

providing a model of the site subdivided into a continuous matrix of unit areas;

equipping the mobile machine with means for determining a position in three-dimensional space of at least a portion of the machine as it traverses the site;

tracking the position of the machine while it traverses the site as a series of coordinate points on the site model;

determining the width of a compacting portion of the machine relative to the unit areas of the site model; and

, where the rate at which the coordinate points are tracked is not synchronous with the rate of travel of the machine over the unit areas of the site, determining a path for the machine in real time comprising the unit areas traversed by the compacting portion of the machine between coordinate points.

61. A method as defined in claim 60, wherein the compacting machine includes two spaced compacting wheels with site-contacting footprints, and the step of determining in real time the path of the machine includes the step of determining in real time the path of the spaced footprints between position readings.

62. A method as defined in claim 61, wherein the step of determining the real time path of the footprints between position readings includes the step of tracking a line path of the centers of the footprints between position readings.

63. A method as defined in claim 60, wherein the width of the compacting portion of the machine is determined as an effective width which is less than or equal to the actual width of the compacting portion, and the path of the machine over the site as represented on the site model is determined by the path of the effective width of the compacting portion.

64. A method as defined in claim 63, wherein the effective width is determined by locating each effective end of the compacting portion of the machine from each actual end a distance corresponding to a fraction of the width of one unit area on the site model.

65. A method as defined in claim 63, wherein the compacting portion of the machine comprises a plurality of compacting portions.

66. A method as defined in claim 60, further including the step of updating the degree of compaction of each unit area of the site model over which the compacting portion is determined to have passed.

67. A method for precisely determining the position of a compacting machine in three-dimensional space relative to a land site using three-dimensional position signals and a digitized model of the site, the method comprising the steps of:

(a) equipping the compacting machine with positioning means for receiving the position signals;

(b) producing and storing a site model representing the degree of compaction of the site in a digital data storage facility;

(c) operating the compacting machine on the site while simultaneously updating the site model in the storage facility in real time according to the three-dimensional position of at least a portion of the machine relative to the site.

68. A method as defined in claim 67, wherein the site model is an actual site model representing the actual degree of compaction of the site.

69. A method as defined in claim 68, further including the step of producing and storing a desired site model representing a desired degree of compaction of the site in the digital data storage facility, and determining in real time the difference between the actual site model and the desired site model as the actual site model is updated.

70. A method as defined in claim 69, wherein the machine includes two spaced compacting wheels with site-contacting footprints at a known, fixed position relative to the positioning means, and further including the step of determining in real time a path of the footprints relative to the site between position readings.

71. A system as defined in claim 70, further including the step of determining a line path of the centers of the compacting wheel footprints of the compacting machine between position readings.

72. A method as defined in claim 69, wherein the desired degree of compaction of the site is a function of the elevation of the site surface.

73. A method as defined in claim 69, wherein the desired degree of compaction of the site is a function of a number of passes by the compacting machine over the site.

74. A method as defined in claim 69, wherein the desired site model comprises a predetermined desired range of compaction of the site relative to an uncompacted state, and the difference between the actual and desired site models comprises the difference between the actual degree of compaction of the site and the desired degree of compaction of the site.

75. A method as defined in claim 74, wherein the difference between the actual and desired site models is incremented between an uncompacted state of the site and the desired degree of compaction, and the step of determining the difference between the actual and desired site models includes the step of determining the addition of uncompacted material to the site and decrementing the difference between the actual and desire site models to the uncompacted state where the uncompacted material is detected.

76. A method as defined in claim 67, wherein the method further includes the step of displaying and updating the site model to an operator of the machine in real time.

77. An apparatus for precisely determining the position of a compacting machine in three-dimensional space relative to a land site using three-dimensional position signals and a digitized site model, comprising:

(a) a mobile machine equipped with means for receiving the position signals and for determining the instantaneous position in three-dimensional space of at least a compacting portion of the machine as the machine traverses the site;

(b) a site model of the degree of compaction of the site stored in a digital data storage facility;

(c) dynamic database means communicating with the means for determining the machine position and the digital data storage facility, the dynamic database means including means for updating the site model in the storage facility in real time according to the three-dimensional position of at least the compacting portion of the machine relative to the site.

78. Apparatus as defined in claim 77, wherein the site model is an actual site model representing an actual degree of compaction of the site.

79. Apparatus as defined in claim 77, wherein a desired site model of a desired degree of compaction of the site is stored in the digital data storage facility, and the dynamic database means include differencing means for determining in real time the difference between the actual site model and the desired site model as the actual site model is updated.

80. Apparatus as defined in claim 79, wherein the desired site model comprises a predetermined desired degree of compaction of the site relative to an uncompacted state, and the difference between the actual and desired site models comprises the difference between the actual degree of compaction of the site and the desired degree of compaction of the site.

81. Apparatus as defined in claim 80, wherein the difference between the actual and desired site models is incremented between an uncompacted state and the desired degree of compaction, and the step of determining the difference between the actual and desired site models includes the step of determining the addition of uncompacted material to the site and decrementing the difference between the actual and desired site models to the uncompacted state where the uncompacted material is detected.

82. Apparatus as defined in claim 77, wherein the apparatus includes means for displaying the updated site model to an operator of the machine in real time.

83. Apparatus as defined in claim 82, wherein the operator display means are located on the machine.

84. Apparatus as defined in claim 82, wherein the operator display means are located off the machine.

85. Apparatus as defined in claim 77, wherein the dynamic database means are located on the machine.

86. Apparatus as defined in claim 83, wherein the dynamic database means are located off the machine and the apparatus further includes means for transmitting signals representing the updated site model from the dynamic database means off the machine to the operator display means on the machine, and means for transmitting the machine position to the dynamic database means.