FIELD: construction geodesy; construction and industrial engineering. SUBSTANCE: position of specific points of structure to be built are by their coordinates by means by means of electronic tachometer without plotting the lines and relative to coordinates of datum point. Datum point coordinates are determined by laying out theodolite traverse from datum point with known coordinates which is nearest to construction area. EFFECT: enhanced reliability of geodetic measurements; enhanced accuracy at all stages of construction and erection jobs. 3 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| MODE OF ADJUSTMENT OF MEASUREMENTS AT DETAIL STAKING WORKS ON HIGH INSTALLATION HORIZONS | 2004 |
|
RU2269095C2 |
| COORDINATE POST-CONSTRUCTION SURVEY METHOD | 2004 |
|
RU2267745C1 |
| METHOD FOR GEOMETRIC PROVISION OF DESIGN ANGLE OF GUY FIXATION TO BRIDGE SPAN | 2007 |
|
RU2395639C2 |
| STRENGTHENING OF WATER-WAY STRUCTURES | 1999 |
|
RU2199622C2 |
| METHOD TESTING VERTICALITY OF CASING TUBE | 1997 |
|
RU2144656C1 |
| SUSPENSION FOR SENSITIVE ELEMENTS | 1997 |
|
RU2138015C1 |
| RANGE GONIOMETER | 1996 |
|
RU2104476C1 |
| METHOD OF DETERMINING MOTOR ROAD SPECIAL LENGTH | 1999 |
|
RU2164972C2 |
| METHOD OF RELIEF COMPUTATION AND REPRESENTATION | 1995 |
|
RU2112923C1 |
| PROCESS OF LAYOUT OF BRIDGE SUPPORT | 1993 |
|
RU2077027C1 |
