Layout method

• US 8,325,351 B2
• Filed: 10/29/2010
• Issued: 12/04/2012
• Est. Priority Date: 10/29/2010
• Status: Active Grant

• Current Assignee: Trimble Navigation Limited (Trimble Inc.)
• Original Assignee: Trimble Navigation Limited (Trimble Inc.)
• Inventors: Miller, Robert, Inman, John Hooper
• Primary Examiner(s): NGUYEN, TU T
• Application Number:
  US12/915,997
• Publication Number:
  US 20120105870A1
• Time in Patent Office: 767 Days
• Field of Search: None
• US Class Current: 356/614
• CPC Class Codes: G01B 11/002 for measuring two or more coordinates
• CPC Class Codes: G01C 15/002 Active optical surveying means optical plumbing G01C15/105
• CPC Class Codes: G01C 15/004 Reference lines, planes or sectors

Abstract

A method of directing a beam of laser light at a target point defined by the intersection of a reference line with a generally vertical surface may comprise: a.) defining the reference line, b.) calculating a three dimensional location of a point on the line, c.) directing a beam of laser light from an automated total station toward the point on the line, d.) measuring the three dimensional location of the reference point on the vertical surface illuminated by the beam of laser light, e.) determining the point on the line closest to the reference point on the surface, f.) redirecting the beam of laser light from the automated total station toward the point on the line closest to the reference point, and g.) repeating steps d.) through f.) until the closest point on the reference line is less than a predetermined distance from the reference point.

Claims

1. A method of directing a beam of laser light at a target point on a wall defined by the intersection of a reference line with the wall, the reference line being defined by first and second line end points, comprising the steps of:

a.) selecting the first and second line end points,

b.) calculating the three dimensional location of a point on the line,

c.) directing a beam of laser light from an automated total station toward said point on the line,

d.) measuring the three dimensional location of the reference point on the wall illuminated by said beam of laser light,

e.) determining the point on the reference line closest to said reference point on the wall,

f.) redirecting the beam of laser light from the automated total station toward the point on the reference line closest to said reference point, and

g.) repeating steps d.) through f.) until the point on the reference line closest to said reference point is less than a predetermined distance from said reference point.

2. The method of directing a beam of laser light at a target point on a wall defined by the intersection of a reference line with the wall, according to claim 1, in which said method further comprises the step of terminating step g.) once steps d.) through f.) have been repeated a predetermined number of times without the point on the reference line closest to said reference point being less than a predetermined distance from said reference point.

3. The method of directing a beam of laser light at a target point on a wall defined by the intersection of a reference line with the wall according to claim 1, in which the point on the line in stops b.) and c.) is the midpoint of the line.

4. The method of directing a beam of laser light at a target point on a wall defined by the intersection of a reference line with the wall, according to claim 1, in which said method further comprises the step of terminating step g.) once steps d.) through f.) have been repeated without the reference point on the wall in step d.) being closer to the reference line than the prior reference point on the wall.

5. The method of directing a beam of laser light at a target point on a wall defined by the intersection of a reference line with the wall, according to claim 1, in which said method further comprises the step of providing an indication in the event that the final reference point determined in step g.) does not lie on the reference line between the first and second line end points.

6. The method of directing a beam of laser light at a target point on a wall defined by the intersection of a reference line with the wall, according to claim 1, further comprising the step of establishing the location of the automated total station.

7. A method of establishing the location of a target point on a wall at a construction site, comprising the steps of:

a.) inputting construction data into a handheld device, said construction data defining a reference line with first and second line end points,

b.) calculating the three dimensional location of a point on the line,

c.) generating a beam of laser light with an automated total station and directing the beam of laser light toward said point on the line,

d.) measuring the three dimensional location of a reference point on the wall illuminated by said beam of laser light,

e.) determining the point on the reference line closest to said reference point on the wall,

f.) redirecting the beam of laser light from the automated total station toward the point on the reference line closest to said reference point, and

g.) repeating steps d.) through f.) until the point on the reference line closest to said reference point is less than a predetermined distance from said reference point, or until steps d.) through f.) have been repeated a predetermined number of times without establishing a reference point that is less than said predetermined distance form said reference line, or until steps d.) through f.) have been repeated without the reference point on the wall in step d.) being closer to the reference line than the prior reference point on the wall.

8. The method of claim 7, further comprising the step of:

h.) after steps d.) through f.) have been repeated a predetermined number of times and a reference point is established which is more than a predetermined distance from said reference line, repeating steps d.) through f.) again, beginning with the last established reference point, until the point on the reference line closest to said reference point is less than a predetermined distance from said reference point, or until steps d.) through f.) have been repeated a predetermined number of times without establishing a reference point that is less than said predetermined distance form said reference line, or until steps d.) through f.) have been repeated without the reference point on the surface in step d.) being closer to the reference line than the prior reference point on the wall.

9. The method of claim 7, in which the point on the line in steps b.) and c.) is the midpoint of the line.

10. A method of establishing the location of one of a series of reference points on a generally vertical surface at a construction site by illumination of a point on said surface with an automated total station, where the reference point is defined by the intersection of a reference line having first and second end points and the building surface, comprising the steps of:

a.) selecting first and second end points for said reference line,

b.) determining the location of a point on said reference line,

c.) generating a beam of laser light,

d.) directing the beam of laser light toward said point on said reference line,

e.) illuminating a reference point on the building surface,

f.) determining the point on the reference line closest to said reference point on the building surface,

g.) redirecting the beam of laser light from the automated total station toward the point on the reference line closest to said reference point,

h.) illuminating a new reference point on the building surface,

i.) repeating steps f.)-h.) until the point on the reference line closest to said reference point on the building surface is less than a predetermined distance from said reference point to said closest point on the reference line.

11. The method of establishing the location of one of a series of reference points on a generally vertical surface at a construction site by illumination of a point on said surface with an automated total station according to claim 10, in which said point on said reference line in steps b.) and d.) is the midpoint of the reference line.

12. The method of establishing the location of one of a series of reference points on a generally vertical surface at a construction site by illumination of a point on said surface with an automated total station according to claim 10, further comprising the step of terminating step i.) once steps f.) through h.) have been repeated without the new reference point on the building surface in step h.) being closer to the reference line than the prior reference point.

13. The method of establishing the location of one of a series of reference points on a generally vertical surface at a construction site by illumination of a point on said surface with an automated total station according to claim 10, further comprising the step of terminating step i.) once steps f.) through h.) have been repeated a predetermined number of times without the point on the reference line closest to said reference point being less than a predetermined distance from said reference point.

14. The method of establishing the location of one of a series of reference points on a generally vertical surface at a construction site by illumination of a point on said surface with an automated total station according to claim 10, further comprising the step of providing an indication when the reference point is on the reference line, but not between said first and second line end points.

15. A method of directing a beam of laser light at a target point on a wall defined by the intersection of a reference line with the wall, comprising the steps of:

a.) defining the reference line,

b.) calculating the three dimensional location of a point on the line,

c.) directing a beam of laser light from an automated total station toward said point on the line,

d.) measuring the three dimensional location of the reference point on the wall illuminated by said beam of laser light,

e.) determining the point on the reference line closest to said reference point on the wall,

f.) redirecting the beam of laser light from the automated total station toward the point on the reference line closest to said reference point, and

g.) repeating steps d.) through f.) until the point on the reference line closest to said reference point is less than a predetermined distance from said reference point.

16. The method of directing a beam of laser light at a target point on a wall defined by the intersection of a reference line with the wall, according to claim 15, in which said method further comprises the step of terminating step g.) once steps d.) through f.) have been repeated a predetermined number of times without the point on the reference line closest to said reference point being less than a predetermined distance from said reference point.

17. The method of directing a beam of laser light at a target point on a wall defined by the intersection of a reference line with the wall according to claim 15, in which the point on the line in stops b.) and c.) is the midpoint of the line.

18. The method of directing a beam of laser light at a target point on a wall defined by the intersection of a reference line with the wall, according to claim 15, in which said method further comprises the step of terminating step g.) once steps d.) through f.) have been repeated without the reference point on the wall in step d.) being closer to the reference line than the prior reference point on the wall.

19. The method of directing a beam of laser light at a target point on a wall defined by the intersection of a reference line with the wall, according to claim 15, in which said method further comprises the step of providing an indication in the event that the final reference point determined in step g.) does not lie on the reference line between the first and second line end points.

20. The method of directing a beam of laser light at a target point on a wall defined by the intersection of a reference line with the wall, according to claim 15, further comprising the step of establishing the location of the automated total station.

21. A method of establishing the location of a target point on a wall at a construction site, comprising the steps of:

a.) inputting construction data into a handheld device, said construction data defining a reference line,

b.) calculating the three dimensional location of a point on the line,

c.) generating a beam of laser light with an automated total station and directing the beam of laser light toward said point on the line,

d.) measuring the three dimensional location of a reference point on the wall illuminated by said beam of laser light,

e.) determining the point on the reference line closest to said reference point on the wall,

f.) redirecting the beam of laser light from the automated total station toward the point on the reference line closest to said reference point, and

g.) repeating steps d.) through f.) until the point on the reference line closest to said reference point is less than a predetermined distance from said reference point, or until steps d.) through f.) have been repeated a predetermined number of times without establishing a reference point that is less than said predetermined distance form said reference line, or until steps d.) through f.) have been repeated without the reference point on the wall in step d.) being closer to the reference line than the prior reference point on the wall.

22. The method of claim 21, further comprising the step of:

h.) after steps d.) through f.) have been repeated a predetermined number of times and a reference point is established which is more than a predetermined distance from said reference line, repeating steps d.) through f.) again, beginning with the last established reference point, until the point on the reference line closest to said reference point is less than a predetermined distance from said reference point, or until steps d.) through f.) have been repeated a predetermined number of times without establishing a reference point that is less than said predetermined distance form said reference line, or until steps d.) through f.) have been repeated without the reference point on the surface in step d.) being closer to the reference line than the prior reference point on the wall.

23. The method of claim 21, in which the point on the line in steps b.) and c.) is the midpoint of the line.

24. A method of establishing the location of one of a series of reference points on a generally vertical surface at a construction site by illumination of a point on said surface with an automated total station, where the reference point is defined by the intersection of a reference line and the building surface, comprising the steps of:

a.) defining said reference line,

b.) determining the location of a point on said reference line,

c.) generating a beam of laser light,

d.) directing the beam of laser light toward said point on said reference line,

e.) illuminating a reference point on the building surface,

f.) determining the point on the reference line closest to said reference point on the building surface,

g.) redirecting the beam of laser light from the automated total station toward the point on the reference line closest to said reference point,

h.) illuminating a new reference point on the building surface, and

i.) repeating steps f.)-h.) until the point on the reference line closest to said reference point on the building surface is less than a predetermined distance from said reference point to said closest point on the reference line.

25. The method of establishing the location of one of a series of reference points on a generally vertical surface at a construction site by illumination of a point on said surface with an automated total station according to claim 24, in which said step of defining said reference line includes the step of specifying a pair of points on said line.

26. The method of establishing the location of one of a series of reference points on a generally vertical surface at a construction site by illumination of a point on said surface with an automated total station according to claim 25, in which said step of specifying a pair of points on said line includes the step of specifying a pair of end points for said line.

27. The method of establishing the location of one of a series of reference points on a generally vertical surface at a construction site by illumination of a point on said surface with an automated total station according to claim 24, in which said step of defining said reference line includes the step of specifying a point and a vector.