U.S. patents available from 1976 to present.
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Location and generation of high accuracy survey control marks using satellites

Patent 5739785 Issued on April 14, 1998. Estimated Expiration Date: Icon_subject January 16, 2016. Estimated Expiration Date is calculated based on simple USPTO term provisions. It does not account for terminal disclaimers, term adjustments, failure to pay maintenance fees, or other factors which might affect the term of a patent.

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Inventors

Assignee

Application

No. 587998 filed on 01/16/1996

US Classes:

342/357.02, With accuracy enhancing33/1CC, Remote point locating33/490, Located on end342/357.08Determining relative position (e.g., distance or direction)

Examiners

Primary: Issing, Gregory C.

Attorney, Agent or Firm

Foreign Patent References

  • 4175678 JP 06/12/1992

International Classes

G01S 005/02
G01C 003/04
B43L 005/00

Abstract

A method for accurately determining the location of a pre-selected survey or construction mark, or for accurately identifying the survey position for a new mark with pre-selected location coordinates. A Satellite Positioning System (SPS), such as GPS or GLONASS, with at least two SPS stations (antennas and receiver/processors) is used to receive and analyze SPS signals from four or more SPS signal satellites. An SPS signal reference station is placed at a position with known location coordinates, which can be stationary or be known functions of time. An SPS signal roving station receives the location coordinates of the reference station and determines its own location coordinates relative to the reference station, using SPS differential positioning. The roving station is then moved to a pre-selected survey mark or position, either to locate that survey mark or to identify (by marking) a new survey position from pre-selected location coordinates. The reference station analyzes the satellite signals received and transmits this measurement information and the reference station location to the roving station. The roving station independently makes similar measurements using satellites signals it receives. The roving station can contain a data-base of pre-selected positions that are to be located, which may or may not have corresponding physical marks. A handheld survey controller incorporating a visual or audible display is attached to the roving station, which guides the user to one or more of the pre-determined positions. Suitable radio communication apparatus is provided to allow the reference receiver to broadcast information to the roving receiver, even if the roving receiver is not directly visible from the reference receiver.

Other References

  • "Site Surveyor: Real Time GPS Survey System", Trimble Navigation, Oct. 1992
  • Alfred Leick, "GPS Satellite Surveying", 1990, Wiley-Interscience Publication
  • Wells et al., "Guide to GPS Positioning", Dec. 1986, Canadian GPS Associates
  • GPS Interface Control Document ICD-GPS-200, Rockwell Int'l Corp., Satellite Systems Div., Rev. A, Sep. 26, 1984
  • Guide to GPS Positioning, David Wells, Canadian GPS Associates, 1986, Chaps. 1, 6, 10
  • A Geodetic Survey Receiver w/up to 12 L1 C/A-Code Channels, and 12 L2 Psuedo-P-Code Channels, M.T. Allison, et al, 3rd Int'l Tech. Meeting, Satellite Division of the Institute of Navigation, Colorado Springs, Colorado, Sep. 199
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