A total station is a combination of electronic transit and electronic distance measuring device (EDM). With this device, as with transit and tape, one may determine angles and distances from the instrument to points to be surveyed. With the aid of trigonometry, the angles and distances may be used to calculate the actual positions (x, y, and z or northing, easting and elevation) of surveyed points in absolute terms.
A standard transit is basically a telescope with cross-hairs for sighting a target; the telescope is attached to scales for measuring the angle of rotation of the telescope (normally relative to north as 0 degrees) and the angle of inclination of the telescope (relative to the horizontal as 0 degrees). After rotating the telescope to aim at a target, one may read the angle of rotation and the angle of inclination from a scale. The electronic transit provides a digital read-out of those angles instead of a scale; it is both more accurate and less prone to errors arising from interpolating between marks on the scale or from mis-recording. The readout is also continuous; so angles can be checked at any time.
The other part of a total station, the electronic distance measuring device or EDM, measures the distance from the instrument to its target. The EDM sends out an infrared beam which is reflected back to the unit, and the unit uses timing measurements to calculate the distance traveled by the beam. With few exceptions, the EDM requires that the target be highly reflective, and a reflecting prism is normally used as the target. The reflecting prism is a cylindrical device about the diameter of a soft-drink can and about 10 cm. in height; at one end is a glass covering plate and at the other is a truncated cone with a threaded extension. It is normally screwed into a target/bracket on the top of a pole; the pointed tip of the pole is placed on the points to be surveyed.
The total station is mounted on a tripod and leveled before use. Meanwhile, the prism is mounted on a pole of known height; the mounting bracket includes aids for aiming the instrument. The prism is mounted so that its reflection point is aligned with the center of the pole on which it has been mounted. Although the tip of the pole is placed on the point to be surveyed, the instrument must be aimed at the prism. So it will calculate the position of the prism, not the point to be surveyed. Since the prism is directly above the tip, the height of the pole may be subtracted to determine the location of the point. That may be done automatically. (The pole must be held upright, and a bubble level is attached to give the worker holding the pole a check)
Total Station Model: |
QTS-7002 |
QTS-6082 |
QTS-6085 |
|
---|---|---|---|---|
Telescope | Length of sleeve | 150mm | 150mm | 150mm |
Effective Aperture | 45mm | 45mm | 45mm | |
Magnification | 30x | 30x | 30x | |
Image | Erect | Erect | Erect | |
Resolving Power | 4" | 4" | 4" | |
Field of view | 1° 30' | 1° 30' | 1° 30' | |
Minimum Focus | 1.5m | 1.5m | 1.5m | |
Distance Measurement | Range 1P | 2.0Km | 1.5Km | 1.5Km |
Range 3P | 3.2Km | 2.1Km | 2.1Km | |
Accuracy | ±(2mm+2ppm x D) | ±(3mm+2ppm x D) | ±(5mm+3ppm x D) | |
Minimum Readout | 1mm | 1mm | 1mm | |
Maximum Display | 9999999.999m | 9999999.999m | 9999999.999m | |
Angle Measurement (Method: Incremental Grating Encoder) | Horizontal Detection Method | Dual | Dual | Dual |
Vertical Detection Method | Single | Single | Single | |
Accuracy | 2" | 2" | 5" | |
Minimum reading | 1"/5" | 1"/5" | 1"/5" | |
Diameter of circles | 71mm | 71mm | 71mm | |
Vertical Compensation | Measurement Method | Liquid - Capacity detection | Liquid - Capacity detection | |
Compensation Range | ±3' | ±3' | ±3' | |
Sensitivity of Vial | Plate Vial | 30" /2mm | 30" /2mm | 30" /2mm |
Circular Vial | 8' /2mm | 8' /2mm | 8' /2mm | |
Optical plummet | Magnification | 3x | 3x | 3x |
Field of view | 5° | 5° | 5° | |
Focus Range | 0.5m - infinit | 0.5m - infinit | 0.5m - infinit | |
Laser plummet | Included | Included | Included | |
Memory Capacity | 10000 | 8000 | 8000 | |
Display | Touch Double side LCD with back light | |||
Data output | RS232 | RS232 | RS232 | |
Battery Type | Ni-H Rechargeable | Ni-H Rechargeable | Ni-H Rechargeable | |
Charging Time | 7 hours | 7 hours | 7 hours | |
Operating Time | Complete Unit | 8 hours | 4 hours | 4 hours |
Angle Measurement | 20 hours | 20 hours | 20 hours | |
Voltage | 7.2V | 7.2V | 7.2V | |
Operating Temperature | -10°C -- 50°C | -10°C -- 50°C | -10°C -- 50°C | |
Dimension | 223 x 353 x 342mm | 114 x 375 x 342mm | 114 x 375 x 342mm | |
Weight | 6.5Kg | 6Kg | 5.6Kg | |
Wild tribrach | 5/8" x 11 | 5/8" x 11 | 5/8" x 11 | |
Slide tribrach | Customizing | Customizing | Customizing |
Total Station - QTS-9000 - Surveying Equipment (2' Accuracy)
Total Station - QTS-9000 - Surveying Equipment (2' Accuracy)
Total Station - QTS-6082 - Surveying Equipment (2' Accuracy)
Total Station - QTS-6082 - Surveying Equipment (2' Accuracy)
Total Station - QTS-6085 - Economical Total Station with 5' Accuracy
Total Station - QTS-6085 - Economical Total Station with 5' Accuracy
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