US4732472A — Methods of, and systems for, determining the posi…

Claim 1

Independent Claim 99 words

A unit for use in a positional determination system; said unit comprising a laser, an optical system, a beam splitter orientated to re-direct a beam from the laser through the optical system, a lens system with a central window on the axis of the optical system through which the laser beam is emitted and a symmetrical array of lenses around the window with optical axes parallel to that of the optical system and sensing means for receiving reflected light from the array of lenses to indicate whether a reflected beam entering the array is parallel to the emitted beam.

Claim 2

Dependent Claim 99 words

A unit for use in a positional determination system; said unit comprising a laser, an optical system, a beam splitter orientated to re-direct a beam from the laser through the optical system, a lens system with a central window on the axis of the optical system through which the laser beam is emitted and a symmetrical array of lenses around the window with optical axes parallel to that of the optical system and sensing means for receiving reflected light from the array of lenses to indicate whether a reflected beam entering the array is parallel to the emitted beam.

Claim 3

Dependent Claim 14 words

A unit according to claim 1, wherein the array of lenses are Fesnel lenses.

Claim 4

Dependent Claim 24 words

A unit according to claim 1, wherein three-dimensional filters are interposed between the lenses of the array and photo-electric device constituting the sensing means.

Claim 5

Dependent Claim 57 words

A unit according to claim 1, and further comprising photo-electric detector means on the axis of the optical system for receiving the reflected beam passed through the beam splitter and for providing a signal usable to determine the transmit time between the emitted and reflected beams to determine the distance of reflective means creating the reflected beam.

Claim 6

Dependent Claim 87 words

A uni-dimensional optical processor for use in determining one of two orthogonal angles of incidence of a light beam on a plane surface; said processor comprising a light transmitter for passing light from the plane surface to another optical surface, optical means for eliminating the influence of the other of the angles of incidence on the distribution of light at said optical surface and linear photo-electric means which collects light from said optical surface and provides a signal indicative of the distribution and of the one angle.

Claim 7

Dependent Claim 87 words

A uni-dimensional optical processor for use in determining one of two orthogonal angles of incidence of a light beam on a plane surface; said processor comprising a light transmitter for passing light from the plane surface to another optical surface, optical means for eliminating the influence of the other of the angles of incidence on the distribution of light at said optical surface and linear photo-electric means which collects light from said optical surface and provides a signal indicative of the distribution and of the one angle.

Claim 8

Dependent Claim 67 words

A processor according to claim 5, wherein the light transmitter is a transparent prismatic glass block with a narrow end face forming the plane surface, the block being composed of components of different refractive powers which join at a surface providing a cyindrical lens defining a focal line across a wider end face opposite the narrow end face with the photo-electric means orientated parallel to said line.

Claim 9

Independent Claim 256 words

A method of determining the position of an object remote from a reference station (A) at a predetermined position by survey measurements effected on computer controlled laser generated light beams representing measurement vectors (R, R1, R2) extending between the reference station and further measurement stations (B, B1, C) representing polygonal points; said method comprising the steps of: (a) emitting a first laser light beam from the reference station, displacing said first beam udner computer control while detecting a reflection of the first beam from a first measurement station (B) until coincidence occurs, ascertaining from angular displacement relationships necessary to achieve coincidence the spatial co-ordinates of the first measurement station relative to the reference station, ascertaining from a measurement of the transit time of the first beam and its reflection the distance between the first measurement station and the reference station; (b) emitting a second laser light beam from the first measurement station, displacing said second beam under computer control while detecting a reflection of the second beam from a second measurement station (C) positionally associated with the object until coincidence occurs, ascertaining from angular displacement relationships necessary to achieve coincidence the spatial co-ordinates of the second measurement station relative to the first measurement station, ascertaining from a measurement of the transit time of the second beam and its reflection the distance between the first and second measurement stations; and (c) transferring resultant measurement data via at least one of the beams and collecting and assessing all the measurement data to evaluate the position of the object.

Claim 10

Independent Claim 256 words

A method of determining the position of an object remote from a reference station (A) at a predetermined position by survey measurements effected on computer controlled laser generated light beams representing measurement vectors (R, R1, R2) extending between the reference station and further measurement stations (B, B1, C) representing polygonal points; said method comprising the steps of: (a) emitting a first laser light beam from the reference station, displacing said first beam udner computer control while detecting a reflection of the first beam from a first measurement station (B) until coincidence occurs, ascertaining from angular displacement relationships necessary to achieve coincidence the spatial co-ordinates of the first measurement station relative to the reference station, ascertaining from a measurement of the transit time of the first beam and its reflection the distance between the first measurement station and the reference station; (b) emitting a second laser light beam from the first measurement station, displacing said second beam under computer control while detecting a reflection of the second beam from a second measurement station (C) positionally associated with the object until coincidence occurs, ascertaining from angular displacement relationships necessary to achieve coincidence the spatial co-ordinates of the second measurement station relative to the first measurement station, ascertaining from a measurement of the transit time of the second beam and its reflection the distance between the first and second measurement stations; and (c) transferring resultant measurement data via at least one of the beams and collecting and assessing all the measurement data to evaluate the position of the object.

Claim 11

Independent Claim 252 words

A method of determining the position of an object remote from a reference station (A) by survey measurements effected on computer controlled laser generated light beams representing measurement vectors (R, R1, R2) extending between the reference station and further measurement stations (A1, C) representing polygonal points; said method comprising the steps of: (a) emitting a first laser light beam from the reference station, displacing said first beam under computer control while detecting a reflection of the first beam from a first measurement station (A1) of known location until coincidence occurs, ascertaining from angular displacement relationships necessary to achieve coincidence the spatial co-ordinates of the reference station relative to the first measurement station, ascertaining from a measurement of the transit time of the first beam and its reflection the distance between the first measurement station and the reference station; (b) emitting a second laser light beam from the reference station, displacing said second beam under computer control while detecting a reflection of the second beam from a second measurement station (C) positionally associated with the object until coincidence occurs, ascertaining from angular displacement relationships necessary to achieve coincidence the spatial co-ordinates of the second measurement station relative to the reference station, ascertaining from a measurement of the transit time of the second beam and its reflection the distance between the reference and second measurement stations; and (c) transferring resultant measurement data via at least one of the beams and collecting and assessing all the measurement data to evaluate the position of the object.

Claim 12

Independent Claim 252 words

A method of determining the position of an object remote from a reference station (A) by survey measurements effected on computer controlled laser generated light beams representing measurement vectors (R, R1, R2) extending between the reference station and further measurement stations (A1, C) representing polygonal points; said method comprising the steps of: (a) emitting a first laser light beam from the reference station, displacing said first beam under computer control while detecting a reflection of the first beam from a first measurement station (A1) of known location until coincidence occurs, ascertaining from angular displacement relationships necessary to achieve coincidence the spatial co-ordinates of the reference station relative to the first measurement station, ascertaining from a measurement of the transit time of the first beam and its reflection the distance between the first measurement station and the reference station; (b) emitting a second laser light beam from the reference station, displacing said second beam under computer control while detecting a reflection of the second beam from a second measurement station (C) positionally associated with the object until coincidence occurs, ascertaining from angular displacement relationships necessary to achieve coincidence the spatial co-ordinates of the second measurement station relative to the reference station, ascertaining from a measurement of the transit time of the second beam and its reflection the distance between the reference and second measurement stations; and (c) transferring resultant measurement data via at least one of the beams and collecting and assessing all the measurement data to evaluate the position of the object.

Claim 13

Independent Claim 339 words

A method of determining the position of an object remote from a reference station (A) by survey measurements effected on computer controlled laser generated light beams representing measurement vectors (R, R1, R2) extending between the reference station and further measurement stations (A1, B, C) representing polygonal points; said method comprising the steps of: (a) emitting a first laser light beam from the reference station, displacing said first beam under computer control while detecting a reflection of the first beam from a first measurement station (A1) of known location until coincidence occurs, ascertaining from angular displacement relationships necessary to achieve coincidence the spatial co-ordinates of the reference station relative to the first measurement station, ascertaining from a measurement of the transit time of the first beam and its reflection the distance between the first measurement station and the reference station; (b) emitting a second laser light beam from a second measurement station (B), displacing said second beam under computer control while detecting a reflection of the second beam from a further measurement station (C) positionally associated with the object until coincidence occurs, ascertaining from angular displacement relationships necessary to achieve coincidence the spatial co-ordinates of the further measurement station relative to the second measurement station, ascertaining from a measurement of the transit time of the second beam and its reflection the distance between the second and further measurement stations. (c) emitting a third laser light beam from the reference station, displacing said third beam under computer control while detecting a reflection of the third beam from the second measurement station (B) until coincidence occurs, ascertaining from angular displacement relationships the spatial co-ordinates of the second measurement station relative to the reference station, ascertaining from a measurement of the transit time of the third beam and its reflection the distance between the second measurement station and the reference station; and (d) transferring resultant measurement data via at least some of the beams and collecting and assessing all the measurement data with a central computer to evaluate the position of the object.

Claim 14

Independent Claim 339 words

A method of determining the position of an object remote from a reference station (A) by survey measurements effected on computer controlled laser generated light beams representing measurement vectors (R, R1, R2) extending between the reference station and further measurement stations (A1, B, C) representing polygonal points; said method comprising the steps of: (a) emitting a first laser light beam from the reference station, displacing said first beam under computer control while detecting a reflection of the first beam from a first measurement station (A1) of known location until coincidence occurs, ascertaining from angular displacement relationships necessary to achieve coincidence the spatial co-ordinates of the reference station relative to the first measurement station, ascertaining from a measurement of the transit time of the first beam and its reflection the distance between the first measurement station and the reference station; (b) emitting a second laser light beam from a second measurement station (B), displacing said second beam under computer control while detecting a reflection of the second beam from a further measurement station (C) positionally associated with the object until coincidence occurs, ascertaining from angular displacement relationships necessary to achieve coincidence the spatial co-ordinates of the further measurement station relative to the second measurement station, ascertaining from a measurement of the transit time of the second beam and its reflection the distance between the second and further measurement stations. (c) emitting a third laser light beam from the reference station, displacing said third beam under computer control while detecting a reflection of the third beam from the second measurement station (B) until coincidence occurs, ascertaining from angular displacement relationships the spatial co-ordinates of the second measurement station relative to the reference station, ascertaining from a measurement of the transit time of the third beam and its reflection the distance between the second measurement station and the reference station; and (d) transferring resultant measurement data via at least some of the beams and collecting and assessing all the measurement data with a central computer to evaluate the position of the object.

Claim 15

Independent Claim 261 words

A system for determining the position of an object, said system comprising: (a) a reference station (A) at a predeterminable position; (b) a first measurement station (A1) at a known location; (c) a second measurement station (C) positionally associated with the object; (d) means (1) for successively emitting a laser light beam from the reference station to the first measurement station and the second measurement station; (e) means (2) at the first and second measurement stations for reflecting said beam when incident; (f) computer-controlled means (15) at the reference station for displacing said beam; (g) means (10, 7) at the reference station for detecting the reflection of the beam from the first measurement station until coincidence occurs, for ascertaining from angular displacement relationships to achieve coincidence the spatial co-ordinates of the reference station relative to the first measurement station and from a measurement of the transit time of the beam and its reflection the distance between the first measurement station and the reference station, for detecting the reflection of the beam from the second measurement station until coincidence occurs, and for ascertaining from angular displacement relationships to achieve coincidence the spatial co-ordinates of the second measurement station relative to the reference station and from the transit time of the beam and its reflection the distance between the reference and second measurement stations; (h) means for transferring and receiving measurement data between the stations and via at least one of the beams; and (i) computer means (D) for collecting an assessing all the measurement data to evaluate the position of the object.

Claim 16

Independent Claim 261 words

A system for determining the position of an object, said system comprising: (a) a reference station (A) at a predeterminable position; (b) a first measurement station (A1) at a known location; (c) a second measurement station (C) positionally associated with the object; (d) means (1) for successively emitting a laser light beam from the reference station to the first measurement station and the second measurement station; (e) means (2) at the first and second measurement stations for reflecting said beam when incident; (f) computer-controlled means (15) at the reference station for displacing said beam; (g) means (10, 7) at the reference station for detecting the reflection of the beam from the first measurement station until coincidence occurs, for ascertaining from angular displacement relationships to achieve coincidence the spatial co-ordinates of the reference station relative to the first measurement station and from a measurement of the transit time of the beam and its reflection the distance between the first measurement station and the reference station, for detecting the reflection of the beam from the second measurement station until coincidence occurs, and for ascertaining from angular displacement relationships to achieve coincidence the spatial co-ordinates of the second measurement station relative to the reference station and from the transit time of the beam and its reflection the distance between the reference and second measurement stations; (h) means for transferring and receiving measurement data between the stations and via at least one of the beams; and (i) computer means (D) for collecting an assessing all the measurement data to evaluate the position of the object.

Claim 17

Independent Claim 407 words

A system for determining the position of an object, said system comprising: (a) a reference station (A) at a predeterminable position; (b) a first measurement station (A1) at a known location; (c) a second measurement station (C) positionally associated with the object; (d) a further measurement station (B) intermediate the reference and second measurement stations; (e) means (1) for succesively emitting a laser light beam from the reference station to the first measurement station and the further measurement station; (f) means (2) at the first and further measurement stations for reflecting said beam when incident back to the reference station; (g) computer-controlled means (15) at the reference station for displacing said beam; (h) means (10, 7) at the reference station for detecting the reflection of the beam from the first measurement station until coincidence occurs, for ascertaining from angular displacement relationships necessary to achieve coincidence the spatial coordinates of the reference station relative to the first measurement station and from a measurement of the transit time of the beam and its reflection the distance between the first measurement station and the reference station, for detecting the reflection of the beam from the further measurement station until coincidence occurs, and for ascertaining from angular displacement relationships necessary to achieve coincidence the spatial co-ordinates of the further measurement station relative to the reference station and from the transit time of the beam and its reflection the distance between the reference and further measurement stations; (i) means for emitting a further laser light beam from the further measurement station (B); (j) means (2) at the second measurement station (C) for reflecting said further beam when incident back to the further measurement station; (k) computer-controlled means (15) at the further measurement station for displacing said further beam; (l) means (10, 7) at the further measurement station for detecting the reflection of the further beam from the second measurement station until coincidence occurs, for ascertaining from angular displacement relationships necessary to achieve coincidence the spatial co-ordinates of the second measurement station relative to the further measurement station and from a measurement of the transit time of the beam and its reflection the distance between the further measurement station and the second measurement station; (m) means for transferring and receiving measurement data between the stations and via at least one of the beams; and (n) computer means (D) for collecting and assessing all the measurement data to evaluate the position of the object.

Claim 18

Independent Claim 407 words

A system for determining the position of an object, said system comprising: (a) a reference station (A) at a predeterminable position; (b) a first measurement station (A1) at a known location; (c) a second measurement station (C) positionally associated with the object; (d) a further measurement station (B) intermediate the reference and second measurement stations; (e) means (1) for succesively emitting a laser light beam from the reference station to the first measurement station and the further measurement station; (f) means (2) at the first and further measurement stations for reflecting said beam when incident back to the reference station; (g) computer-controlled means (15) at the reference station for displacing said beam; (h) means (10, 7) at the reference station for detecting the reflection of the beam from the first measurement station until coincidence occurs, for ascertaining from angular displacement relationships necessary to achieve coincidence the spatial coordinates of the reference station relative to the first measurement station and from a measurement of the transit time of the beam and its reflection the distance between the first measurement station and the reference station, for detecting the reflection of the beam from the further measurement station until coincidence occurs, and for ascertaining from angular displacement relationships necessary to achieve coincidence the spatial co-ordinates of the further measurement station relative to the reference station and from the transit time of the beam and its reflection the distance between the reference and further measurement stations; (i) means for emitting a further laser light beam from the further measurement station (B); (j) means (2) at the second measurement station (C) for reflecting said further beam when incident back to the further measurement station; (k) computer-controlled means (15) at the further measurement station for displacing said further beam; (l) means (10, 7) at the further measurement station for detecting the reflection of the further beam from the second measurement station until coincidence occurs, for ascertaining from angular displacement relationships necessary to achieve coincidence the spatial co-ordinates of the second measurement station relative to the further measurement station and from a measurement of the transit time of the beam and its reflection the distance between the further measurement station and the second measurement station; (m) means for transferring and receiving measurement data between the stations and via at least one of the beams; and (n) computer means (D) for collecting and assessing all the measurement data to evaluate the position of the object.

Claim 19

Dependent Claim 67 words

A system according to claim 10, wherein the reference station is composed of a unit mounted for movement in both horizontal and vertical senses, the displacement means serves to move said reference station in both the horizontal and vertical senses until the reflected beam coincides with the emitted beam, and angle measuring instruments serve to ascertain the relative movements of the reference station necessary to achieve coincidence.

Claim 20

Dependent Claim 23 words

A system according to claim 10, wherein the means for transferring and receiving measurement data modulates and demodulates said at least one beam.

Claim 21

Dependent Claim 14 words

A system according to claim 10, wherein each reflecting means is a triple-mirror device.

Claim 22

Dependent Claim 70 words

A system according to claim 10, wherein the reference station further comprises an optical system with a central window (6) through which the laser beam is emitted, the detecting means includes a symmetrical array of lenses (7') around the window, and further comprises means to sense the occurrence of equal intensities of reflected light entering the lenses to signify that the reflected beam is predominantly coincident with the emitted beam.

Claim 23

Dependent Claim 16 words

A system according to claim 15, wherein the lenses forming the symmetrical array are Fresnel lenses.

Claim 24

Dependent Claim 80 words

A system according to claim 15, wherein there is further provided a beam splitter (5) for re-directing the laser beam through the optical system which causes the beam to pass through the window and there is provided another sensing means (8) for sensing reflected light parallel to the emitted beam passed back through the beam splitter, and means operably associated with the other sensing means for evaluating the transit time of the emitted beam and its reflection to ascertain distance.

Claim 25

Dependent Claim 35 words

A system according to claim 10, wherein the reflecting means is a triple-mirror device which employs a central light transmitting window (2'), and data receiving means is provided to receive light passed through said window.

Claim 26

Dependent Claim 39 words

A system according to claim 18, wherein a unidimensional optical processor is disposed to receive light passing through said window, and sensing means is provided to indicate the angular direction of the light beam received by the mirror device.

Claim 27

Dependent Claim 27 words

A system according to claim 10, wherein the reference station employs a gyro compass and angle-coders for detecting displacement of the station about horizontal and vertical axes.

Claim 28

Dependent Claim 50 words

A system according to claim 10, wherein at least the reference station has its own computer providing data signifying co-ordinates of the relative positions of the stations, and the computer means is a central computer which receives the measurement data automatically and continuously to evaluate the position of the object.

Claim 29

Dependent Claim 37 words

A method according to claim 7 and further comprising detecting the angle of incidence of the first and second laser beams at the first and second measurement stations and utilizing this information in the position determination process.

Claim 30

Dependent Claim 33 words

A method according to claim 8 and further comprising detecting the angle of incidence of the second laser beam at the second measurement station and utilizing this information in the position determining process.

Claim 31

Dependent Claim 29 words

A system according to claim 10 and further comprising means at the second measurement station for detecting the angle of incidence of the laser beam from the reference station.

Claim 32

Dependent Claim 37 words

A method according to claim 9 and further comprising detecting the angle of incidence of the second and third laser beams at the further and second measurement stations and utilizing this information in the position determining process.

Claim 33

Dependent Claim 32 words

A system according to claim 11 and further comprising means at each of the second and further measurement stations for detecting the angle of incidence of said beam and said further beam.

Annuity Stage	Window Opens	Payment Deadline	Surcharge Period Until	Estimated Fee	Status
3.5 Years (Year 4)	1991-03-22	1991-09-21	1992-03-22	$2000.00	Window Closed / Lapsed
7.5 Years (Year 8)	1995-03-22	1995-09-21	1996-03-22	$3760.00	Window Closed / Lapsed
11.5 Years (Year 12)	1999-03-22	1999-09-21	2000-03-22	$7700.00	Window Closed / Lapsed

Methods of, and systems for, determining the position of an object

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