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INSTRUCTIONS FOR USE
Automatic Level
GL-332

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Summary of Contents for GPI GL-332

  • Page 1 INSTRUCTIONS FOR USE Automatic Level GL-332...
  • Page 2: Table Of Contents

    Contents Technical Data....................02 Structure Focusing ..................03 Method of Operation..................06 Setting and Levelling ................06 Aiming and Fousing..................06 Staff Reading ....................07 Check and Adjusting..................08 Correct the parallelism for both circle bubble and Vertical axis ....08 Check and Adjusting for leveling of sight line of telescope......09 Service and Maintance................10 - 1 -...
  • Page 3: Technical Data

    1. Technical Data Standard deviation of 1KM ≤2.5mm ≤2.0mm ≤1.5mm ≤1.5mm double-run levelling Telescope Erect Erect Erect Erect Magnification 38mm 38mm 38mm 38mm Clear objective aperture Field angle 1゚20' 1゚20' 1゚20' 1゚20' Shortest focusing distance 0.6m 0.6m 0.6m 0.6m Multiplication factor Additive constant ±15' ±15'...
  • Page 4: Structure Focusing

    2. Structure Features a. The telescope has system of erect internal focusing which can be used to obtain reversed image by way of prism. It is of sealed type to prevent from dust, water and steam. b. All the optical parts are coated with transmissive and reflective films to reduce loss in luminous energy.
  • Page 5 Focusing knob Telescope Objective Endless horizontal drive Foot screw Fig 1 - 4 -...
  • Page 6 Circular bubble Bubble observer Eyepiece cover Eyepiece Adjusting screw Graduation Endless horizontal Foot screw drive Fig 2 - 5 -...
  • Page 7: Method Of Operation

    3. Method of Operation 3.1 Setting and Levelling a. To adjust tripod, and let the flat part of tripod in a leveling position, with its height basically in the same line of the telescope and the operator's eyes. b. To set the instrument on tripod, and to connect the instrument to the tripod with the central screw.
  • Page 8: Staff Reading

    3.3 Staff reading a. When the instrument aiming at the staff, the reading of the center line is the altitude. (Fig.3) is 1.614m b. To have the readings respectively for the upper line and the lower, the distance from station point to the staff will be(upper line Fig 3 reading-lower line reading)×100.
  • Page 9: Check And Adjusting

    4. Checking and adjusting Before leaving the factory, each centerline is properly adjusted, the centerline is properly adjusted, the centerlines may deviate from proper position after transportation or long time operation. So to check and adjust the main centerlines is necessary before measuring and surveying is field work.
  • Page 10: Check And Adjusting For Leveling Of Sight Line Of Telescope

    ’ ’ 4.2 Check and adjusting for leveling of sight ’ ’ line of telescope (Check and adjusting angle) select a check line about 45–60m on a even ground, divide it on 3 parts with the same Fig 5 length (Fig.5), staff on points B&C. Suppose the mean reading by the instrument at point A is a1, b1;...
  • Page 11: Service And Maintance

    coincide with a3, then to close the eyepiece cover and to check and adjust in the same way again. 5. Service and maintenance a. The instrument must be avoided directly from Adjusting screw sunshine at working time to keep accuracy. b.
  • Page 12 Giant Precision Instrument Co., Ltd. International sales dep. No.69, Anhe Rd., Zhonghe Dist., New Taipei City, Taiwan (R.O.C.) Zip:23576 Tel: 886-2-2231-7282 Fax: 886-2-2231-7281...

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