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Standard and/or project under the direct responsibility of ISO/TC 172/SC 6 Secretariat | Stage | ICS |
---|---|---|
Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 1: Theory
|
95.99 | |
Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 2: Measuring tapes
|
95.99 | |
Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 3: Optical levelling instruments
|
95.99 | |
Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 4: Theodolites
|
95.99 | |
Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 5: Optical plumbing instruments
|
95.99 | |
Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 6: Laser instruments
|
95.99 | |
Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 7: Instruments when used for setting out
|
95.99 | |
Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 8: Electronic distance-measuring instruments up to 150 m
|
95.99 | |
Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 10: Difference between non-glass reflectors and electronic distance-measuring prisms (traditional glass prisms) for distances up to 150 m
|
95.99 | |
Optics and optical instruments — Geodetic instruments — Vocabulary
|
95.99 | |
Optics and optical instruments — Geodetic and surveying instruments — Vocabulary
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95.99 | |
Optics and optical instruments — Geodetic and surveying instruments — Vocabulary
|
90.92 | |
Optics and optical instruments — Geodetic and surveying instruments — Vocabulary
|
30.60 |
|
Optics and optical instruments — Geodetic instruments — Field procedures for determining accuracy — Part 1: Levels
|
95.99 | |
Optics and optical instruments — Geodetic instruments — Field procedures for determining accuracy — Part 2: Theodolites
|
95.99 | |
Optics and optical instruments — Geodetic instruments — Field procedures for determining accuracy — Part 3: Electro-optical distance meters (EDM instruments)
|
95.99 | |
Optics and optical instruments — Ancillary devices for geodetic instruments — Part 1: Invar levelling staffs
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95.99 | |
Optics and optical instruments — Ancillary devices for geodetic instruments — Part 1: Invar levelling staffs
|
90.20 | |
Optics and optical instruments — Ancillary devices for geodetic instruments — Part 2: Tripods
|
95.99 | |
Optics and optical instruments — Ancillary devices for geodetic instruments — Part 2: Tripods — Amendment 1
|
95.99 | |
Optics and optical instruments — Ancillary devices for geodetic instruments — Part 2: Tripods
|
60.60 | |
Optics and optical instruments — Ancillary devices for geodetic instruments — Part 3: Tribrachs
|
90.93 | |
Optics and optical instruments — Laboratory procedures for testing surveying and construction instruments — Part 1: Performance of handheld laser distance meters
|
95.99 | |
Optics and optical instruments — Laboratory procedures for testing surveying and construction instruments — Part 1: Performance of handheld laser distance meters
|
90.93 | |
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 1: Theory
|
95.99 | |
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 1: Theory
|
95.99 | |
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 1: Theory
|
90.20 | |
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 2: Levels
|
90.93 | |
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 3: Theodolites
|
90.93 | |
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 4: Electro-optical distance meters (EDM instruments)
|
95.99 | |
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 4: Electro-optical distance meters (EDM measurements to reflectors)
|
90.93 | |
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 5: Electronic tacheometers
|
95.99 | |
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 5: Total stations
|
95.99 | |
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 5: Total stations
|
90.93 | |
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 6: Rotating lasers
|
95.99 | |
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 6: Rotating lasers
|
95.99 | |
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 6: Rotating lasers
|
90.92 | |
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 6: Rotating lasers
|
40.20 | |
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 7: Optical plumbing instruments
|
90.93 | |
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 8: GNSS field measurement systems in real-time kinematic (RTK)
|
95.99 | |
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 8: GNSS field measurement systems in real-time kinematic (RTK)
|
90.93 | |
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 9: Terrestrial laser scanners
|
90.60 | |
Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 10: UAV photogrammetry systems
|
20.00 |
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Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 11: GNSS instruments
|
40.20 |
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