Remote control surveying

• US 4,413,907 A
• Filed: 11/07/1980
• Issued: 11/08/1983
• Est. Priority Date: 11/07/1980
• Status: Expired due to Term

• Current Assignee: Robert F. Deike
• Original Assignee: Robert F. Deike
• Inventors: Lane, Vern E.
• Primary Examiner(s): BUCZINSKI, STEPHEN C
• Application Number:
  US06/204,813
• Time in Patent Office: 1,096 Days
• Field of Search: 350/100, 350/289, 33/1 CC, 356/1, 356/4, 356/5, 356/141, 356/152, 318/16
• US Class Current: 356/139.05
• CPC Class Codes: G01C 15/002 Active optical surveying means optical plumbing G01C15/105
• CPC Class Codes: G01C 15/06 Surveyors' staffs; Movable markers
• CPC Class Codes: G01S 13/46 Indirect determination of position data
• CPC Class Codes: G01S 2013/466 by Trilateration, i.e. two antennas or two sensors determine separately the distance to a target, whereby with the knowledge of the baseline length, i.e. the distance between the antennas or sensors, the position data of the target is determined

Abstract

A method and apparatus for remote control surveying which eliminates the need for a rod man or other assistant while performing surveying operations with an electronic distance measuring device. The method includes positioning reflectors over the end points of a base line of known length, positioning an electronic distance measuring device over a desired survey station, rotating the reflectors into alignment with the electronic measuring device by remote control, and measuring the distance from the survey station to the two reflectors. The method also includes traverse operations using a single reflector positioned over a base point. The location of the survey station can then be calculated and the electronic distance measuring device may be relocated to subsequent survey stations and the reflectors realigned by remote control. The apparatus includes an attachment for a standard surveyor'"'"'s tribrach which rotatably supports a standard reflector unit and an electric motor in a vertical position. An operator selectively activates switches on a portable radio transmitter. The signal is received by a control box which energizes the motor to rotate the reflector unit in the desired direction. A stroboscopic light may be attached to the top of the reflector unit to rotate in conjunction with the reflector unit and aid in its alignment.

Claims

1. The method of surveying which comprises selecting a pair of spaced base points, determining the distance between said base points, positioning remote control rotatable reflector units over said base points, said reflector units each having a stroboscopic light co-rotatable and co-directional therewith, establishing an electronic distance measurement survey station visible to said base points and spaced therefrom, selectively rotating said reflector units from said survey station, observing the brightness of each of said stroboscopic lights, ceasing rotating said reflector units when the observed brightness of each of said stroboscopic lights is at a maximum, determining the distances between each base point and the survey station, and calculating the location of the survey station relative to said base points.

2. The method of claim 1, including the added steps of relocating the electronic distance measuring device from the survey station to a second survey station spaced therefrom, repeating said selective rotations of the reflector units and brightness observations, said determination of distances and calculations, and calculating the location of the second survey station with respect to the base points.

3. The method of claim 2 including the added step of calculating the location of the second survey station with respect to the first survey station.

4. The method of surveying which comprises selecting a pair of spaced base points of known or assumed coordinates, positioning remotely controllable rotatable reflector units over said base points, said reflector units each having a stroboscopic light co-rotatable and co-directional therewith, positioning an electronic distance measuring device over a desired survey station visible to said base points and spaced therefrom, selectively rotating said reflector units from said survey station with a portable radio transmitter at the survey station, observing the brightness of each of said stroboscopic lights, ceasing rotating said reflector units when the observed brightness of each of said stroboscopic lights is at a maximum, determing the distances between each base point and the survey station with said electronic distance measuring device, and calculating the coordinates and bearings of the survey station with respect to the base points.

5. The method of surveying which comprises selecting a base point, positioning a remote control rotatable reflector unit over said base point, said reflector unit having a co-rotatable and co-directional stroboscopic light, establishing an electronic distance measurement survey station visible to said base point and spaced therefrom, rotating said reflector unit from said survey station into alignment with the survey station by observing the brightness of said stroboscopic light, and determining the distance between the base point and the survey station with said

6. The method of claim 5, including the added steps of measuring the angle formed by the base point, the survey station and a second survey station spaced therefrom and visible to said base point, relocating the electronic distance measuring device from the survey station to said second survey station, measuring the angle formed by the survey station, the second station and the base point, rotating the reflector unit by remote control from the second survey station into alignment with the second survey station by observing the brightness of the stroboscopic light, and determining the distance between the base point and the second survey station with said electronic measuring device.

7. The method of claim 6 including the added step of calculating the distance between the survey station and the second survey station.

8. The method of claim 6 including the added step of calculating the measures of the angles of the triangle formed by the base point, the survey station and the second survey station.

9. The method of claim 6 including the added steps of calculating the location of the survey station with respect to the base point.