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| SECTION G PHYSICS |
| G 01 | MEASURING (counting G 06 M) |
| G 01 C | MEASURING 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/ | 00 | Measuring 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/ | 00 | Measuring 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/ | 00 | Measuring 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/ | 00 | Tracing 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/ | 00 | Measuring 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/ | 00 | Photogrammetry; 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/ | 00 | Surveying 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/ | 00 | Surveying 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 |