ADA INSTRUMENTS PROF X2 Manuale utente
MEASUREMENT FOUNDATION
Manufacturer: ADAINSTRUMENTS Address:WWW.ADAINSTRUMENTS.COM
Operating manual
Optical theodolite
Model
:PROF X2
Contents
ENG
1. Review . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
2. Technical parameters . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
3. Complete set . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
4. Construction features . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
5. How to use the instrument . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
6. Adjusting the instrument . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
7. Precautions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
8. Warranty . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
9. Exceptions From Responsibility . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
10. Attachement 1- “Certificate of acceptance and sale”
11. Attachement 2- “Warranty card”
PROF X2
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MEASUREMENT FOUNDATION
1. REVIEW
2. TECHNICAL PARAMETERS
Telescope:
- Image formation positive
- Magnification 30х
- Effective aperture of lens 40 mm
- Angle of visual field 1° 30'
- Shortest visual range 2m
- Stadia multiplication constant 100
- Stadia addition constant 0
- Length 172 mm
Spirit level:
- Tubular level of the alidade 30” / 2 mm
- Circular level 8' / 2 mm
Prof X2 are optical theodolites of medium precision. These instruments are easy to use.
Theodolites Prof X2 are used in national defence construction, geodesy and project surveying. They are mainly used in
the mapping of vast scale relief-maps and doing survey. It is also suitable for use in general project surveying like municipal
construction, communication facilities in mines, etc.
Theodolites can be equipped with various kinds of accessories to meet needs of all sorts of surveying work:
With tripods:
- ADA Strong, FS 23, M1Y.
- ADA Strongwood, FS 24 (SJJS50).
With staff:
- ADA Staff 3, 4, 5.
With pole.
PROF X2
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MEASUREMENT FOUNDATION
∞
3. COMPLETE SET
Theodolite with removable tribrach, case, lens protector from sunlight, plummet, pin, screwdriver, brush, cleaning flannel-cloth, desiccant, rain cover.Graduated circle and tape measure:
- Graduation diameter of horizontal circle 94mm- Graduation interval (H) 1°- Graduation diameter of vertical circle 76 mm- Graduation interval (V) 1° - Graduation interval of microscope scale 1' - Magnification of the horizontal system 68x- Magnification of the vertical system 65.4xStandard error of angle measurement with one taking:
- horizontal Prof X2 2” /10” - vertical Prof X2 2” /10” Compensator for vertical circle index:
- working range +/- 2'Optical plummet:
- magnification 2,5х- angle of visual field 5°- range of focusing 0.7 m - Weight and dimensions of the instrument:
- height 207 mm- net weight 4.3 kg- weight of packing case 3.5 kg
PROF X2
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MEASUREMENT FOUNDATION
Fig.1 Optical scheme of theodolite
PROF X2
Theodolite with removable tribrach, case, lens protector from sunlight, plummet, pin, screwdriver, brush, cleaning flannel-cloth, desiccant, rain cover.- Graduation diameter of horizontal circle 94mm- Graduation interval (H) 1°- Graduation diameter of vertical circle 76 mm- Graduation interval (V) 1° - Graduation interval of microscope scale 1' - Magnification of the horizontal system 68x- Magnification of the vertical system 65.4x- horizontal Prof X2 2” /10” - vertical Prof X2 2” /10” - working range +/- 2'- magnification 2,5х- angle of visual field 5°- range of focusing 0.7 m - - height 207 mm- net weight 4.3 kg- weight of packing case 3.5 kg
X2
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MEASUREMENT FOUNDATION
1.The structure of the instrument is compact and ingenious. It affords easy portability and direct, rapid reading. The newest
form of construction at present is adopted in its designing, and it is stable and reliable.
2.This theodolite is equipped with automatic compensator of vertical circle index with V-shape long pendulum, which gives a
good performance in resisting high-frequency vibrations. This not only promotes surveying precision, but also, makes the
operation easy. It simplifies manipulation procedures, and raises working efficiency.
Fig.2 Photograph of the theodolite
4. CONSTRUCTION FEATURES
1.Optical aimer
2.Focussing sleeve of telescope
3.Reading eyepiece
4.Telescope eyepiece
5.Circle-setting knob
6.Сlamping screw of tribrach
7.Foot screw
8.Tribrach
9.Vertical compensator clamp
10.Micrometer knob
11.Change-over knob
12.Plate level
13.Adjusting screw for plate level
1
2
3
4
5.
6
7
8
10
9
12 11
13
PROF X2
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MEASUREMENT FOUNDATION
Fig.3 Photograph of the theodolite
3.The color visual field makes reading soft and smoothing to the eye.
4.The large aperture and the high magnifying power of the telescope lens ensure the possibility of getting a sharp image quality
even under relatively poor lighting conditions.
5.Loosen the screw that fastens tribrach and the upper part of the instrument can be dismounted from it to allow the mounting
of accessories.
Theodolite is equipped with optical plummet (5), which enables users to center the instrument over the point.
13.Telescope lens
14.Cover plate for index error
15.Eyepiece of optical plummet
16.Circular level
17.Vertical drive
18.Horizontal drive
19.Illuminating mirror for horizontal circle
20.Illuminating mirror for vertical circle
21.Knobs fix the position of axis
20
14
16
21
19
18
17
15
13
21
PROF X2
TION
X2
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MEASUREMENT FOUNDATION
5. HOW TO USE THE INSTRUMENT
12
3
1. Positioning the tripod.
Place the tripod over the measuring point and set the three legs almost equidistant to it. The place of mounting should be as
level as possible. Turn the wing clamps on the legs clockwise. It will enable them to be properly extended. The pointed shoes on
the tips of the legs should pierce the surface of the ground somewhat so that the tripod is surely erected and reliable as
surveying work is being performed on it.
2. Mounting the instrument on the tripod.
Place the instrument carefully on the tripod and tighten the central screw properly.
3. Adjusting the level of the instrument.
Use the circular level and foot screws of tribrach to roughly adjust the level of the instrument and then use the tubular one to do
precision levelling.
Levelling with circular level: Turn the screws 1 and 2, as shown in figure 4A, so that the bubble moves to the central line of
the circular level, and then turn the screw 3, as shown in figure 4B, so that the bubble is exactly in the center of the level.
Fig.4A Fig.4B
PROF X2
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MEASUREMENT FOUNDATION
Levelling with the tubular level: Turn the alidade of theodolite first in order to make the tubular level parallel to the line
connecting the centers of any two foot screws (Fig. 5A), and at the same time, turn the two foot screws to enable the bubble to
position itself in the middle of the tubular level. Then turn the alidade 90° (Fig. 5B) and also turn the third foot screw to make the
bubble move to the middle of the level. Repeat the above described procedure several times so that the offset of the bubble
doesn't exceed the allowance for whatever position the alidade is turned.
4. Mounting the instrument properly over the measuring point.
Use an optical plummet to enable the center of the vertical axis of the theodolite to be directly over the plummet line of measuring
point. When the optical plummet is used, pull out its visual lens and turn it so that the measuring point is distinctly imaged on the
graduated plate. If the center of the measuring point is not in the center of the graduated plate, loosen the central screw of the
tripod. Then tighten the central screw of the tripod, and check the levelling of the instrument. Turn the alidade 180° and repeat
the above described procedure.
5. Illumination
Turning the position of the light reflection mirror (11) properly will result in a bright illumination of the graduated circle.
Fig.5A Fig.5B
PROF X2
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X2
10
MEASUREMENT FOUNDATION
6. Angle measurement
1. Turn the telescope to the given point. Use the rough optical sighting device to aim at the
object.
Then rotate the eyepiece in the counter-clockwise direction until the clear image of reticule.
Turn the focussing sleeve of the telescope so that the object will be clearly imaged on the
graduated plate.
2. Fix the position of telescope with the help of horizontal and vertical (21) clamps.
Turn both horizontal and vertical micrometer screws (17 and 18) so that the telescope is
precisely aimed at the target to be measured. At this moment, move the eye left and right,
and then up and down. In doing so, no relative displacement should be detected between
the target image and the graduation marks on the graduated plate. This means that no
parallax exist.
7. Graduated circle reading.
After illuminating the graduated circle, adjust the reading eyepiece (4) so that the reading visual
field, as shown in Fig.6, can be seen distinctly. The symbols H and V indicate the readings of the
horizontal and the vertical circles respectively. There are 60 graduations to every division (1') on
the tape and so estimation readings up to 0,1. And the reading error 0,05-0,1 of the graduated
circle corresponds to 3"-6" angular sec. The system of readings of vertical angles starts from
the horizon 90°. Before making the reading on the vertical circle, it is necessary to turn the locking
knob (10) of the automatic compensator to enable the compensator index mechanism to be in a
free state. At this moment very distinct sound is audible. And only then you can take the readings
of the vertical circle.
Рис.6А Рис.6B
Рис.7А Рис.7B
PROF X2
Indice
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