Method and apparatus for controlling an earthworking implement to preserve a crown on a road surface

• US 5,905,968 A
• Filed: 09/12/1997
• Issued: 05/18/1999
• Est. Priority Date: 09/12/1997
• Status: Expired due to Term

• Current Assignee: Caterpillar Incorporated
• Original Assignee: Caterpillar Incorporated
• Inventors: Lundquist, Steve D., Staub, Michael D., Alster, Louis G.
• Primary Examiner(s): SHAH, KAMINI S
• Application Number:
  US08/928,446
• Time in Patent Office: 613 Days
• Field of Search: 364/167.01, 364/167.02, 364/138, 364/188, 701/50, 701/223, 172/4.5, 172/417.9, 37/348, 702/95, 702/153, 702/150, 348/202
• US Class Current: 702/150
• CPC Class Codes: E02F 3/847 using electromagnetic, optical or acoustic beams to determine the blade position, e.g. laser beams

Abstract

A method and apparatus for controlling an earthworking implement on an earthworking machine to preserve a crown on the surface of a road, including determining the position of the crown on the road surface, choosing a sloped grade on one side of the crown, positioning the earthworking implement on the sloped grade so that a first end of the earthworking implement is on the road surface. The processor determines a desired position of a second end of the earthworking implement so that the second end overlaps the crown and the earthworking implement does not cut the crown.

Claims

1. A method for controlling an earthworking implement to preserve a crown on a road surface, the road surface having a sloped grade on each side of the crown, the earthworking implement having a cutting edge and being controllably mounted on an earthworking machine, including the steps of:

determining the position of at least one point of discontinuity of said sloped grade on said road surface, said at least one point of discontinuity being a location of said crown, the location of said crown having a known first x, y, and z coordinate (x₁, y₁, z₁);

choosing a sloped grade road surface located on one of two sides of said crown;

positioning said cutting edge on said sloped grade road surface at a position for a desired cut, said cutting edge having a first end located on said sloped grade road surface, said first end having a known second x, y, and z coordinate (x₂, y₂, z₂) ; and

determining a desired position of a second end of said cutting edge, said second end having a known third x and y coordinate (x₃, y₃), and a known third z coordinate (z₃) corresponding to a position on said road surface at said known third x and y coordinate, including the step of determining a desired z coordinate (z'"'"') as a function of said known first and second x, y, and z coordinates, said desired z coordinate being determined to replace said known third z coordinate.

2. A method, as set forth in claim 1, wherein determining the position of at least one point of discontinuity includes the step of determining a point of discontinuity from a predetermined line of discontinuity located in a site database, said line of discontinuity being the crown of said road surface.

3. A method, as set forth in claim 1, wherein determining the position of at least one point of discontinuity includes the steps of:

determining a plurality of points on said road surface along a line extending from a first side of said road surface to a second side of said road surface, each point having a known x and y coordinate;

determining a z coordinate for each x and y coordinate from a site database;

comparing the z coordinate of each point to the z coordinates of the points located adjacent said point; and

determining the location of said crown in response to said comparison.

4. A method, as set forth in claim 3, wherein determining the location of said crown includes the steps of:

calculating a slope of a line defined by the z coordinates of said points; and

determining the location of said crown in response to the slope of said line changing direction.

5. A method, as set forth in claim 3, wherein determining the location of said crown includes the step of determining the z coordinate with a magnitude greater than the remaining z coordinates.

6. A method, as set forth in claim 1, wherein choosing a sloped grade road surface includes choosing the sloped grade road surface on the side of said crown where more than one half of the length of said cutting edge is located.

7. A method, as set forth in claim 1, wherein determining a desired position of a second end of said cutting edge includes the steps of:

determining a vector defining the position and orientation of said cutting edge;

calculating a unit vector of said vector;

multiplying said unit vector by the length of said cutting edge; and

determining said desired z coordinate (z'"'"') as a function of said vector, said unit vector, and the length of said cutting edge.

8. A method, as set forth in claim 7, wherein determining a vector includes the step of calculating said vector as a function of said first x, y, and z coordinate (x₁, y₁, z₁) and said second x, y, and z coordinate (x₂, y₂, z₂).

9. A method, as set forth in claim 1, wherein determining a desired position of a second end of said cutting edge is performed by calculating the equation:

##EQU7## where B_L is a known length of said cutting edge.

10. A method, as set forth in claim 1, including the step of positioning the second end of said cutting edge at said desired z'"'"' coordinate.

11. A method for controlling an earthworking implement to preserve a crown on a road surface, the road surface having a sloped grade on each side of the crown, the earthworking implement having a cutting edge and being controllably mounted on an earthworking machine, including the steps of:

determining the position of at least one point of discontinuity of said sloped grade on said road surface, said at least one point of discontinuity being a location of said crown;

choosing a sloped grade road surface located on one of two sides of said crown;

positioning said cutting edge on said sloped grade road surface at a position for a desired cut, said cutting edge having a first end located on said sloped grade road surface; and

determining a desired position of a second end of said cutting edge, said second end having a desired elevation.

12. A method, as set forth in claim 11, wherein determining the position of at least one point of discontinuity includes the step of determining a point of discontinuity from a predetermined line of discontinuity located in a site database, said line of discontinuity being the crown of said road surface.

13. A method, as set forth in claim 11, wherein determining the position of at least one point of discontinuity includes the steps of:

determining a plurality of points on said road surface along a line extending from a first side of said road surface to a second side of said road surface;

determining an elevation for each point from a site database;

comparing the elevation at each point to the elevations at the points located adjacent said point; and

determining the location of said crown in response to said comparison.

14. A method, as set forth in claim 13, wherein determining the location of said crown includes the steps of:

calculating a slope of a line defined by the elevations at said points; and

determining the location of said crown in response to the slope of said line changing direction.

15. A method, as set forth in claim 13, wherein determining the location of said crown includes the step of determining the point with an elevation greater than the remaining points.

16. A method, as set forth in claim 11, wherein choosing a sloped grade road surface includes choosing the sloped grade road surface on the side of said crown where more than one half of the length of said cutting edge is located.

17. A method, as set forth in claim 11, wherein determining a desired position of a second end of said cutting edge includes the steps of:

determining a vector defining the position and orientation of said cutting edge;

calculating a unit vector of said vector;

multiplying said unit vector by the length of said cutting edge; and

determining said desired elevation as a function of said vector, said unit vector, and the length of said cutting edge.

18. A method, as set forth in claim 17, wherein determining a vector includes the step of calculating said vector as a function of the location of said crown and the location of the first end of said cutting edge.

19. A method, as set forth in claim 11, including the step of positioning the second end of said cutting edge at said desired elevation.

20. An apparatus for controlling an earthworking implement to preserve a crown on a road surface, the road surface having a sloped grade on each side of the crown, the earthworking implement having a cutting edge with a first end and a second end, the earthworking implement being controllably mounted on an earthworking machine, comprising:

a position determining system mounted on said earthworking machine;

a control system located on said earthworking machine and adapted to receive a position signal from said position determining system and responsively determine a position of said earthworking machine;

a database associated with said control system, said database including data related to a desired and an actual geographic terrain of a work site; and

processing means for accessing said database and determining a position of the first end of said cutting edge, determining a position of said crown, and responsively calculating a desired position of the second end of said cutting edge.

21. An apparatus, as set forth in claim 20, wherein said position determining system includes a position determining receiver.

22. An apparatus, as set forth in claim 21, wherein said position determining receiver is a GPS receiver.

23. An apparatus, as set forth in claim 20, wherein said processing means includes a processor associated with said control system.

24. An apparatus, as set forth in claim 20, wherein said database further includes data related to the location of the crown on said road surface.

25. An apparatus, as set forth in claim 20, wherein said processing means further includes means for determining the location of the crown on said road surface.