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US5159760A Expired / Lapsed US ⏱️ 0.0 years remaining

Device for aligning a geodetic instrument over a defined position mark

Assignee: Leica Geosystems AG
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Filing: 1991-03-08
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Granted: 1992-11-03
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Expires: 2011-03-08
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Abstract

Abstract A device for centering geodetic instruments over defined ground marks or defined position marks is described, in which a visible light beam is projected onto a ground mark or position mark. In an advantageous additional feature, the light beam of the invention can be used to measure the distance between the sighting line of the geodetic instrument and the sighted ground mark or position mark.

Inventors

  • 👤 Armin Spiegel
  • 👤 Wolfgang Rebhandl

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-10-24 14:46
CPC Classifications
G; G01; G01C; G01C15/00; G01C15/02; G01C15/06; G01C15/08; G01C1/00; G01C1/02

Claims Analysis

Total Claims: 9
Claim 1
Independent Claim 138 words
A device for centering a geodetic instrument over a defined mark which lies in the extension of the vertical axis of said instrument and for measuring the distance between said mark and the sighting line of said instrument comprising: an optical sighting device arranged centrally with respect to said vertical axis of said instrument; means for generating a visible, collimated laser beam and for projecting said beam onto said mark including a light-emitting unit, disposed to be rotatable together with said instrument about said instrument vertical axis so that said mark lies in the extension of said vertical axis of said geodetic instrument; and, a distance measuring device including means for modulating said beam and for analyzing the light reflected from said mark to determine the distance between said mark and the sighting line of said geodetic instrument.
Claim 2
Independent Claim 138 words
A device for centering a geodetic instrument over a defined mark which lies in the extension of the vertical axis of said instrument and for measuring the distance between said mark and the sighting line of said instrument comprising: an optical sighting device arranged centrally with respect to said vertical axis of said instrument; means for generating a visible, collimated laser beam and for projecting said beam onto said mark including a light-emitting unit, disposed to be rotatable together with said instrument about said instrument vertical axis so that said mark lies in the extension of said vertical axis of said geodetic instrument; and, a distance measuring device including means for modulating said beam and for analyzing the light reflected from said mark to determine the distance between said mark and the sighting line of said geodetic instrument.
Claim 3
Dependent Claim 15 words
The device as in claim 1, further comprising a sighting device mounted upon a tribrach.
Claim 4
Dependent Claim 22 words
The device as in claim 1, wherein said sighting device comprises an interface for transmitting data to a central data acquisition unit.
Claim 5
Independent Claim 164 words
A method for centering a geodetic instrument over a defined mark which lies in an extension of a vertical axis of said instrument and for measuring the distance between said mark and the sighting line of said instrument comprising the steps of: providing an optical sighting device arranged centrally with respect to said vertical axis of said instrument; generating a visible, collimated laser beam; positioning said instrument so that said mark lies in the extension of the vertical axis of said instrument; projecting said beam onto said mark; providing a light-emitting unit, disposed to be rotatable together with said instrument about said instrument vertical axis, said light-emitting unit being connected to said means for generating and said means for projecting said laser beam; measuring the distance between said mark and the sighting line of said geodetic instrument by modulating said beam and analyzing the light reflected from said mark to determine the distance between said mark and the sighting line of said geodetic instrument.
Claim 6
Independent Claim 164 words
A method for centering a geodetic instrument over a defined mark which lies in an extension of a vertical axis of said instrument and for measuring the distance between said mark and the sighting line of said instrument comprising the steps of: providing an optical sighting device arranged centrally with respect to said vertical axis of said instrument; generating a visible, collimated laser beam; positioning said instrument so that said mark lies in the extension of the vertical axis of said instrument; projecting said beam onto said mark; providing a light-emitting unit, disposed to be rotatable together with said instrument about said instrument vertical axis, said light-emitting unit being connected to said means for generating and said means for projecting said laser beam; measuring the distance between said mark and the sighting line of said geodetic instrument by modulating said beam and analyzing the light reflected from said mark to determine the distance between said mark and the sighting line of said geodetic instrument.
Claim 7
Dependent Claim 18 words
The method of claim 4, further comprising the step of providing a sighting device mounted upon a tribrach.
Claim 8
Dependent Claim 18 words
The method of claim 4, further comprising the step of transmitting data to a central data acquisition unit.
Claim 9
Dependent Claim 17 words
The method of claim 6, further comprising the step of providing an interface for transmitting said data.

References Cited (Backward Citations)

US3471234A Cited
US4183667A Cited
US4171907A Cited
US4888881A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1995-11-03 1996-05-04 1996-11-03 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1999-11-03 2000-05-04 2000-11-03 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 2003-11-03 2004-05-04 2004-11-03 $7700.00 Window Closed / Lapsed

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