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US6324455B1 Expired / Lapsed US ⏱️ 0.0 years remaining

Laser level selection

Assignee: Trimble Inc
•
Filing: 1998-11-05
•
Granted: 2001-11-27
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Expires: 2018-11-05
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Abstract

Abstract The apparatus and the system for precise vertical navigation of a grading machine in profile of a curved job site terrain is disclosed. The system includes an integrated satellite navigational receiver and a laser detector system. A plurality of laser systems generates a plurality of laser beams covering the curved job site terrain. The laser detector system mounted in the grading machine latches on a single laser beam at each location of the grading machine to obtain the precise vertical coordinate of the grading machine.

Inventors

  • 👤 Philip Richard Jackson

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-09 17:11
CPC Classifications
E; E02; E02F; E02F3/00; E02F3/04; E02F3/76; E02F3/80; E02F3/84; E02F3/841; E02F3/842; E02F3/844; E02F3/847; G; G01; G01C; G01C15/00; G01C15/002; G01S; G01S1/00; G01S1/70; G01S1/703; G01S1/7032; G05; G05D; G05D1/00; G05D1/02; G05D1/021; G05D1/0231; G05D1/0246; G05D1/0248; G05D1/0276; G05D1/0278; G01S19/00; G01S19/38; G01S19/39; G01S19/42; G01S19/43; G01S19/44

Claims Analysis

Total Claims: 2
Claim 1
Independent Claim 516 words
A system for guiding a grading machine in a job site comprising: a satellite positioning system (SATPS) receiver configured to obtain the rough position coordinates X rough — machine , Y rough — machine , Z rough — machine ) of said grading machine; a laser tracker connected to said SATPS receiver, said laser tracker configured to latch on a single laser beam at each location of said grading machine, each said laser beam being generated by a laser system, each said laser system being part of a plurality of laser systems covering said job site, each said laser beam providing a reference plane having a high accuracy vertical coordinate (Z laser ) at each said location (X rough — machine , Y rough — machine , Z rough — machine ) of said grading machine; a signal system connected to said laser tracker and connected to said SATPS receiver; said signal system further including: an electronic design file configured to store a plurality of road design surfaces; and an on-board computer; wherein said on-board computer is configured to select a road design surface; and wherein said on-board computer is configured to determine the rough position coordinates (X rough — machine , Y rough — machine , Z rough — machine ) for each location of said grading machine using said SATPS receiver; and a software package TRIMDESIGN used for said selected road design to calculate an optimum K number of laser systems to place on said job site, K being an integer, and to calculate the optimum positions (X opt k-laser , Y opt k-laser , Z opt k-laser ) for each said “j”-th laser system, j being an integer less than or equal to K; wherein said plurality of K laser systems provides a plurality of K reference planes optimally covering said selected road design; and wherein said on-board computer for said selected road design surface is configured to identify actual position coordinates (X i-laser , Y i-laser , Z i-laser ) for each said “i”-th laser system, i being an integer less than or equal to N, N being an integer; and wherein said on-board computer for each location of said grading machine is configured to select a single optimum laser system that is used by said laser tracker to obtain the precise vertical coordinate (Z laser ) of said grading machine; and wherein said signal system is configured to precisely guide said grading machine according to a given road design by generating a signal proportional to the difference between a design vertical coordinate (Z design ) and a real time vertical coordinate (Z laser ) at each said location (X rough — machine , Y rough — machine , Z rough — machine ) of said grading machine; and wherein said on-board computer at each said ground position (X grade — machine , Y grade — machine ) of said grading machine is configured to determine the cut or fill (Z design -Z laser ) by comparing the road design vertical coordinate (Z design ) with said vertical coordinate Z laser ).
Claim 2
Independent Claim 516 words
A system for guiding a grading machine in a job site comprising: a satellite positioning system (SATPS) receiver configured to obtain the rough position coordinates X rough — machine , Y rough — machine , Z rough — machine ) of said grading machine; a laser tracker connected to said SATPS receiver, said laser tracker configured to latch on a single laser beam at each location of said grading machine, each said laser beam being generated by a laser system, each said laser system being part of a plurality of laser systems covering said job site, each said laser beam providing a reference plane having a high accuracy vertical coordinate (Z laser ) at each said location (X rough — machine , Y rough — machine , Z rough — machine ) of said grading machine; a signal system connected to said laser tracker and connected to said SATPS receiver; said signal system further including: an electronic design file configured to store a plurality of road design surfaces; and an on-board computer; wherein said on-board computer is configured to select a road design surface; and wherein said on-board computer is configured to determine the rough position coordinates (X rough — machine , Y rough — machine , Z rough — machine ) for each location of said grading machine using said SATPS receiver; and a software package TRIMDESIGN used for said selected road design to calculate an optimum K number of laser systems to place on said job site, K being an integer, and to calculate the optimum positions (X opt k-laser , Y opt k-laser , Z opt k-laser ) for each said “j”-th laser system, j being an integer less than or equal to K; wherein said plurality of K laser systems provides a plurality of K reference planes optimally covering said selected road design; and wherein said on-board computer for said selected road design surface is configured to identify actual position coordinates (X i-laser , Y i-laser , Z i-laser ) for each said “i”-th laser system, i being an integer less than or equal to N, N being an integer; and wherein said on-board computer for each location of said grading machine is configured to select a single optimum laser system that is used by said laser tracker to obtain the precise vertical coordinate (Z laser ) of said grading machine; and wherein said signal system is configured to precisely guide said grading machine according to a given road design by generating a signal proportional to the difference between a design vertical coordinate (Z design ) and a real time vertical coordinate (Z laser ) at each said location (X rough — machine , Y rough — machine , Z rough — machine ) of said grading machine; and wherein said on-board computer at each said ground position (X grade — machine , Y grade — machine ) of said grading machine is configured to determine the cut or fill (Z design -Z laser ) by comparing the road design vertical coordinate (Z design ) with said vertical coordinate Z laser ).

References Cited (Backward Citations)

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USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 2004-11-26 2005-05-28 2005-11-27 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 2008-11-26 2009-05-28 2009-11-27 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 2012-11-26 2013-05-28 2013-11-27 $7700.00 Window Closed / Lapsed

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