SatLab Titan TAL32 User manual

FOREWORD
Thank you for purchasing the Satlab Automatic Level TAL32. For the best performance of the
instrument, please read this user manual carefully and keep them for future reference.
INTRODUCTION
Suitable for construction projects, mines, road works etc., this instrument is equipped with
an air compensator. A high precision leveling line will settle automatically after the circular
bubble is adjusted properly.
The telescope system is equipped with multilayer coating lens. Its high transmission rate is
also able to bring out clear and stable image for your work.
On top of that, its IP66 standard protects this instrument from dust and water, which expands
its range of working environment.
2

WARNING
• Never observe the sun through the telescope system.
• Please be careful when working around high voltage facilities.
• Do not handle staff during thunderstorms.
• Please pay attention to the spiked feet of the tripod during transportation and operation.
• The survey should be operated in a safe area.
• Please observe local safety and traffic rules.
3
NOTICE
• For optimum usage, this instrument should be checked and adjusted especially after being stored
for a long time or after being transported.
For further information, please refer to page 9.
• Before measuring, please check that the instrument is operating properly.
• Once work has been completed, please clean the instrument and place it in the case.
• Clean the surface, buttons, screen etc. with a soft clean cloth. Please clean the optical part with
lens paper. Do not touch the lens with your fingers.
• Please keep the instrument in the case while you transport the instrument. Please place the
instrument in the case if you are going to move it.
• Store the instrument in a dry room with consistent temperature.
• If the instrument requires repair, make sure that it is checked and repaired by Satlab technicians or
by appointed dealers.

CONTENTS
1. Important Parts
2. Instrument Operation
2.1 Instrument Settings
2.2 Sight and Focusing
2.3 Measurement
2.3.1 Height Measurement
2.3.2 Height Difference
2.3.3 Stadia Measurement
2.3.4 Angle Measurement
3. Checking and Adjustment
3.1 Circular Bubble
3.2 Line of Sight
4. Technical Data
5. Packing List
5
6
6
7
8
8
8
9
10
11
11
12
15
16
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1. Important Parts
This figure shows the parts of the instrument
1. Reflecting Mirror
2. Circular Bubble
3. Bubble Adjusting Screw
4. Endless Drive
5. Horizontal Circle
6. Graduation Pointer
7. Footscrews
5
1
2
3
4
5
13
12
11
6
10
78
9
8. Base
9. Objective Lens
10. Focusing Knob
11. Eyepiece
12. Adjustment Screw Cover
13. Peep Sight

2. Instrument Operation
2.1 Instrument Setting
• Extend the tripod legs until the top
holder is at eye level.
• Tighten screws and stick tripod legs
firmly into the ground.
• Set the instrument and tighten the
centering screw. (fig. 1)
• Move the bubble to the centre of the
circle by adjusting the foot screws (fig. 2).
Adjust A and B screws to move the bubble
left and right, then adjust C screw to move
the bubble into the centre circle. A B
C
A B
C
6
Fig. 1
Fig. 2
Center Screw
Tighten Screw

2.2 Sight and Focusing
• Rotate the eyepiece to make the reticle clear (fig.
3).
• Target the staff through the peep sight. Then
rotate the focusing knob to ensure that the staff
image is clear. Coincide the vertical hair with the
middle of the staff (fig. 4).
• Move your eye sight right, left, up and down. If
staff image and reticle hair remains still, you can
proceed with your work.
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Fig. 3
Fig. 4

2.3 Measurement
2.3.1 Height Measurement
• Use the ruler side of the staff and keep it vertical.
• Adjust the eyepiece and focusing knob to make the reticle and staff images clear
• Read data as shown in fig. 5, H = 1.403m
2.3.2 Height Difference
• Set up the instrument at a point approximately halfway between point A and point B
• Position the staff vertically at point A, take the reading as ‘a’
Example: a = 1.735m
8
Fig. 5

• Then read the staff at point B and obtain the reading as “b”
Example: b = 1.224m
• The difference a-b is the AB height difference “h”
Example: h = a - b = 1.735m - 1.224m = 0.511m
2.3.3 Stadia Measurement
Read the staff and count the difference of L between two stadia lines (fig. 7)
Upline: 1.480m
Downline: 1.328m
9
Fig. 6

10
Fig. 7
Fig. 8
Difference L = 1.480m -1.328m = 0.152m
Distance D = 100 * L = 15.2m
2.3.4 Angle Measurement
• Direct instrument to staff A and turn
Horizontal Circle to “0” (fig. 8)
• Point instrument to staff B
• Read off Hz-angle from Horizontal
Graduation Circle (fig.14): Hz = 54°

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Fig. 9
Fig. 10
3. Checking and Adjustment
Please check the instrument before starting your work. The instrument
must be checked and adjusted by a trained person regularly.
3.1 Circular Bubble
• Center the bubble of the circular level
precisely by using the leveling foot
screws.
• Turn the telescope around 180° (fig. 9).
• The bubble needs adjusting if it is not
centered.
• Adjust the leveling foot screws to move
the bubble to the middle place of the
error (fig. 10).

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3.2 Line of Sight
• Set the instrument at a point
halfway between point A and B,
spaced about 30-40m apart.
Take the readings of staff A and
B as “a1” and “b1” (fig. 12)
Calculate the real height
difference: ∆H = a1-b1
• Adjust the rest half of error by using
the allen key (fig. 11).
• Repeat the above steps until the
bubble remains centered when the
telescope is pointed at any direction.
Fig. 11
Fig. 12

13
• Set up the instrument about 1m away from point A. Then read staff A and staff B as “a2”
and “b2” (fig. 13).
• Then you can get the logical value b2’ = a2 - ΔH , b2’ is the height b2 should be
• When the difference between b2 and b2’ is more than 3mm, the line of sight
must be adjusted.
A
B
a2
δ
b2
b2’
1m Fig. 13
△H

14
• Rotate the adjusting
screw until horizontal hair
move to read b2’
Fig. 14

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4. Technical Data
Accuracy
Telescope
Compensator
Distance
Measurement
Circular Level
Circle
Environmental
Specifications
Standard deviation for 1km
double levelling ISO17123-2 1.6mm
Erect Image
Magnification: 32X
View angle: 1°20’
Valid objective aperture : 38mm
Minimum focusing range: < 1.0m
Working range: ±15’
Setting accuracy: ±0.5”
Multiplication factor: 100
Additive constant: 0
Sensitivity: 8’/2mm
Graduation: 1°/1gon
Operating temperature: -20°c to 40°c
Storage temperature: -40°c to 60°c
Protection: IP54
Dimension: 205mm x 135mm x 140mm
Weight: 1.4kg

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5. Packing List
Instrument 1 Piece
Manual 1 Piece
Carrying Case 1 Piece
Allen Key 1 Piece
Adjusting Needle 1 Piece
Plumb 1 Piece
SatLab Geosolution (HK) Limited
Unit 335 My Loft, Tuen Mun,
New Territories, HongKong
[email protected]| www.titanposition.com
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