IPC 6 English version
 
 
G01C-G01C01514
  G01C 17/00 - G01C 25/00  

SECTION G– PHYSICS


G 01MEASURING (counting G 06 M); TESTING


G 01 CMEASURING DISTANCES, LEVELS, OR BEARINGS, FOR SURVEYING OR NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY (measuring dimensions or angles of objects G 01 B; measuring liquid level G 01 F; measuring intensity or direction of magnetic fields, other than the earth's field, in general G 01 R; radio navigation, determining distance or velocity by use of propagation effects, e.g. Doppler effect, propagation time, of radio waves, analogous arrangements using other waves G 01 S; optical systems therefor G 02 B; maps, globes G 09 B)


 Notes

(1)In this subclass, the following term is used with the meaning indicated:

 "navigation" means determining the position and course of land vehicles, ships, aircraft, and space vehicles.

(2)Attention is drawn to the Notes following the title of class G 01.



1/

00Measuring angles (in compasses G 01 C 17/00)

1/

02.Theodolites

1/

04..combined with cameras

1/

06..Arrangements for reading scales

1/

08.Sextants

1/

10..including an artificial horizon (G 01 C 1/14 takes precedence; artificial horizons per se G 01 C 15/14)

1/

12...with a stabilised mirror (tilt compensation in general G 12 B)

1/

14..Periscopic sextants (periscopes in general G 02 B 23/08)


3/

00Measuring distances in line of sight; Optical rangefinders (tapes, chains, or wheels for measuring length G 01 B; coupling rangefinders with operating parts of photographic apparatus G 03 B)

3/

02.Details

3/

04..Adaptation of rangefinders for combination with telescopes or binoculars (rangefinders coupled with focusing arrangements of cameras G 03 B 13/20)

3/

06..Use of electric means to obtain final indication

3/

08...Use of electric radiation detectors

3/

10.using a parallactic triangle with variable angles and a base of fixed length in the observation station, e.g. in the instrument

3/

12..with monocular observation at a single point, e.g. coincidence type (G 01 C 3/20 takes precedence)

3/

14..with binocular observation at a single point, e.g. stereoscopic type (G 01 C 3/20 takes precedence)

3/

16...Measuring marks

3/

18..with one observation point at each end of the base (G 01 C 3/20 takes precedence)

3/

20..with adaptation to the measurement of the height of an object

3/

22.using a parallactic triangle with variable angles and a base of fixed length at, near, or formed by, the object

3/

24.using a parallactic triangle with fixed angles and a base of variable length in the observation station, e.g. in the instrument

3/

26.using a parallactic triangle with fixed angles and a base of variable length at, near, or formed by, the object

3/

28..with provision for reduction of the distance into the horizontal plane

3/

30...with adaptation to the measurement of the height of an object, e.g. tacheometers

3/

32.by focusing the object, e.g. on a ground glass screen


5/

00Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels (G 01 C 3/20, G 01 C 3/30 take precedence; tracing profiles G 01 C 7/00; levels indicating inclination at a single point G 01 C 9/00)

5/

02.involving automatic stabilisation of the line of sight (regulation of direction in general G 05 D 3/00; tilt compensation in general G 12 B)

5/

04.Hydrostatic levelling, i.e. by flexibly interconnected liquid containers at separated points

5/

06.by using barometric means (barometers per se G 01 L)


7/

00Tracing profiles (by photogrammetry G 01 C 11/00)

7/

02.of land surfaces

7/

04..involving a vehicle which moves along the profile to be traced

7/

06.of cavities, e.g. tunnels (survey of wells E 21 B 47/00)


9/

00Measuring inclination, e.g. by clinometers, by levels

9/

02.Details

9/

04..Transmission means between sensing element and final indicator for giving an enlarged reading

9/

06..Electric or photoelectric indication or reading means

9/

08..Means for compensating acceleration forces due to movement of instrument

9/

10.by using rolling bodies

9/

12.by using a single pendulum (plumb lines G 01 C 15/10)

9/

14..movable in more than one direction

9/

16.by using more than one pendulum

9/

18.by using liquids

9/

20..the indication being based on the inclination of the surface of a liquid relative to its container

9/

22...with interconnected containers in fixed relation to each other

9/

24..in closed containers partially filled with liquid so as to leave a gas bubble

9/

26...Details

9/

28....Mountings

9/

30....Means for adjusting dimensions of bubble

9/

32....Means for facilitating the observation of the position of the bubble, e.g. illuminating means

9/

34...of the tubular type, i.e. for indicating the level in one direction only

9/

36...of the spherical type, i.e. for indicating the level in all directions


11/

00Photogrammetry; Photographic surveying (cameras combined with surveying instruments, e.g. with theodolite, G 01 C 1/00, G 01 C 3/00, G 01 C 5/00, G 01 C 9/00; surveying cameras G 03 B 37/00)

11/

02.Picture-taking arrangements specially adapted for photogrammetry or photographic surveying, e.g. controlling overlapping of pictures

11/

04.Interpretation of pictures

11/

06..by comparison of two or more pictures of the same area

11/

08...the pictures not being supported in the same relative position as when they were taken

11/

10....using computers to control the position of the pictures (computers per se G 06)

11/

12...the pictures being supported in the same relative position as when they were taken

11/

14....with optical projection (G 01 C 11/26 takes precedence)

11/

16.....in a common plane

11/

18......involving scanning means

11/

20.....in separate planes

11/

22....with mechanical projection (G 01 C 11/26 takes precedence)

11/

24....with optical-mechanical projection (G 01 C 11/26 takes precedence)

11/

26....using computers to control the position of the pictures (computers per se G 06)

11/

28...Special adaptation for recording picture point data, e.g. for profiles

11/

30..by triangulation

11/

32...Radial triangulation

11/

34...Aerial triangulation


13/

00Surveying specially adapted to open water, e.g. sea, lake, river, canal (liquid level metering G 01 F; measuring liquid velocity G 01 P; determining existence or flow of underground water G 01 V)


15/

00Surveying instruments or accessories not provided for in groups G 01 C 1/00 to G 01 C 13/00

15/

02.Means for marking measuring points

15/

04..Permanent marks; Boundary markers

15/

06..Surveyors' staffs; Movable markers

15/

08...Plumbing or registering staffs or markers over ground marks

15/

10.Plumb lines

15/

12.Instruments for setting out fixed angles, e.g. right angles

15/

14.Artificial horizons (tilt compensation in general G 12 B 5/00)

   G01C 17/00 - G01C 25/00