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US3736058A Expired / Lapsed US ⏱️ 0.0 years remaining

Rotating reflector level rod

Assignee: Individual
•
Filing: 1971-04-15
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Granted: 1973-05-29
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Expires: 1991-04-15
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Abstract

Abstract The present invention provides an apparatus and a related method of carrying out leveling survey operations (differential and trigonometric), and is distinguished more particularly by the application of a Rotating Reflector Level Rod which in conjunction with a laser distance measuring instrumentation combines the means of obtaining the required distance measurements to establish the elevations of remote ground points.

Inventors

  • 👤 J M Iadarola

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-10-23 07:13
CPC Classifications
G; G01; G01C; G01C15/00; G01C15/002; Y; Y10; Y10S; Y10S33/00; Y10S33/21

Claims Analysis

Total Claims: 12
Claim 1
Independent Claim 314 words
Surveying apparatus for measuring vertical and horizontal distances - by using for instance a laser beam as the light source of electronic distance measuring equipment - comprising: a structural framework of standardized length containing a rotating reflector mechanism, also including means for aligning said structure and reflector mechanism for impinging a laser beam symmetrically on said rotating reflector, and further including reflecting surfaces at top and bottom of said structure with means to re-direct said laser beam to electronic distance measuring equipment; said rotating reflector mechanism comprising the combination of an arrangement of rotating reflectors to receive the projected laser beam with means to impinge said laser beam symmetrically about the center of said reflectors and that said reflectors are rotatably mounted with means to intercept, align, and direct the impinged laser beam both horizontally and either downward or upward to respectively fixed reflecting surfaces which are located at bottom and top of said structural framework, so that the said laser beam is in turn reflected back to the distance measuring equipment for determining the horizontal and vertical distances; said rotating reflector comprising: an arrangement of a rotating axle mounted in a supporting frame which is geared to slide vertically in the channel tracks included in the said structural framework; said rotating axle is further gearedthrough a slow motion or gear reduction mechanism-to a vertical angle circle arrangement with means for vertical angle readings; means for attaching, stabilizing, and rotating said structural framework in the center of a horizontally rotating mounting ring which is geared to a tripod head; a ground support base with means to stabilize, support, and secure the said structural framework and said adjustable tripod while resting the said structure on top of a station marker; said ground support base includes a horizontally rotating flange in which said structural framework is rotated about a vertical axis for intercepting said laser beam.
Claim 2
Dependent Claim 314 words
Surveying apparatus for measuring vertical and horizontal distances - by using for instance a laser beam as the light source of electronic distance measuring equipment - comprising: a structural framework of standardized length containing a rotating reflector mechanism, also including means for aligning said structure and reflector mechanism for impinging a laser beam symmetrically on said rotating reflector, and further including reflecting surfaces at top and bottom of said structure with means to re-direct said laser beam to electronic distance measuring equipment; said rotating reflector mechanism comprising the combination of an arrangement of rotating reflectors to receive the projected laser beam with means to impinge said laser beam symmetrically about the center of said reflectors and that said reflectors are rotatably mounted with means to intercept, align, and direct the impinged laser beam both horizontally and either downward or upward to respectively fixed reflecting surfaces which are located at bottom and top of said structural framework, so that the said laser beam is in turn reflected back to the distance measuring equipment for determining the horizontal and vertical distances; said rotating reflector comprising: an arrangement of a rotating axle mounted in a supporting frame which is geared to slide vertically in the channel tracks included in the said structural framework; said rotating axle is further gearedthrough a slow motion or gear reduction mechanism-to a vertical angle circle arrangement with means for vertical angle readings; means for attaching, stabilizing, and rotating said structural framework in the center of a horizontally rotating mounting ring which is geared to a tripod head; a ground support base with means to stabilize, support, and secure the said structural framework and said adjustable tripod while resting the said structure on top of a station marker; said ground support base includes a horizontally rotating flange in which said structural framework is rotated about a vertical axis for intercepting said laser beam.
Claim 3
Dependent Claim 58 words
Apparatus of claim 1 and comprising reflectors located at top and bottom of structural framework; said bottom reflector is mounted on a base plate which is inserted into slots to facilitate removal; the distance between the top reflector and bottom base plate is accurately calibrated in order to provide an index for checking the observed vertical distance data.
Claim 4
Dependent Claim 66 words
Apparatus as defined in claim 1 in which said structural framework - when utilized on observation towers - includes means for removing base plate and bottom reflector so that said base plate and reflector may be placed on ground point directly in line with said structural framework in order to provide means for reflecting the laser beam as projected from the rotating reflector of said structure.
Claim 5
Dependent Claim 41 words
The apparatus of claim 1 plus means for connecting a light beacon at top of structural framework which would permit horizontal angles-between observation towers erected over triangulation stations-to be observed during night operations by sighting said light beacons with ''''laser-theodolite'''' equipment.
Claim 6
Independent Claim 225 words
A method for determing elevations, utilizing a laser distance measuring source is comprised of the following steps; impinging a laser beam about the center of a rotating reflector, the distance between said center and the source of said laser beam being designated Dh, rotating said rotating reflector so as to reflect said impinged beam symmetrically centered on a base reflector, said distance between the center of the reflector and the source of laser beam plus the distance between said center of the reflector and the base reflector being measured as (Dh + Db), determining said elevation of the center of said rotating reflector above said base reflector being calculated by subtracting Dh from (Dh + Db), determining the accuracy of said measurements being determined by impinging said laser beam upwardly to a top reflector, the distance between the center of said rotating reflector and the top reflector plus the distance between the center of said rotating reflector anD said laser beam source being measured as (Dh + Dt), determining the distance between the center of rotating reflector and said top reflector being calculated by subtracting Dh from (Dh + Dt), determining the accuracy of the elevational measurements Db and Dt being determined by comparing said reading for Db and Dt against the physical measurement (K) of the apparatus which includes the bottom and top reflectors.
Claim 7
Independent Claim 225 words
A method for determing elevations, utilizing a laser distance measuring source is comprised of the following steps; impinging a laser beam about the center of a rotating reflector, the distance between said center and the source of said laser beam being designated Dh, rotating said rotating reflector so as to reflect said impinged beam symmetrically centered on a base reflector, said distance between the center of the reflector and the source of laser beam plus the distance between said center of the reflector and the base reflector being measured as (Dh + Db), determining said elevation of the center of said rotating reflector above said base reflector being calculated by subtracting Dh from (Dh + Db), determining the accuracy of said measurements being determined by impinging said laser beam upwardly to a top reflector, the distance between the center of said rotating reflector and the top reflector plus the distance between the center of said rotating reflector anD said laser beam source being measured as (Dh + Dt), determining the distance between the center of rotating reflector and said top reflector being calculated by subtracting Dh from (Dh + Dt), determining the accuracy of the elevational measurements Db and Dt being determined by comparing said reading for Db and Dt against the physical measurement (K) of the apparatus which includes the bottom and top reflectors.
Claim 8
Dependent Claim 80 words
Apparatus for measuring horizontal and vertical distance comprising: a source comprising a laser beam, a rotatable reflector impinged by said laser beam, a bottom reflector mounted below said rotatable reflector, a top reflector mounted above said rotatable reflector, means for moving said rotating reflector vertically between said bottom and top reflectors, means at said laser beam source for sensing the reflected laser beam to give a measurement of the distance between the laser beam source and said rotating reflector apparatus.
Claim 9
Dependent Claim 80 words
Apparatus for measuring horizontal and vertical distance comprising: a source comprising a laser beam, a rotatable reflector impinged by said laser beam, a bottom reflector mounted below said rotatable reflector, a top reflector mounted above said rotatable reflector, means for moving said rotating reflector vertically between said bottom and top reflectors, means at said laser beam source for sensing the reflected laser beam to give a measurement of the distance between the laser beam source and said rotating reflector apparatus.
Claim 10
Dependent Claim 15 words
An apparatus as in claim 1, wherein said arrangement of rotating reflector comprises one reflector.
Claim 11
Dependent Claim 17 words
An apparatus as in claim 1, wherein said arrangement of rotating reflector comprises a multiple of reflectors.
Claim 12
Dependent Claim 24 words
An apparatus as in claim 1, wherein said means to impinge said laser beam symmetrical about the center of said reflectors comprises gauge marks.

References Cited (Backward Citations)

US3588255A Cited
US3528747A Cited
US3588249A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1976-05-28 1976-11-27 1977-05-29 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1980-05-28 1980-11-27 1981-05-29 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1984-05-28 1984-11-27 1985-05-29 $7700.00 Window Closed / Lapsed

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