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1S.SPECIFICATIONS
Telescope
Length 155mm
Objective aperture 45mm
Magnification 30X
Image Erect
Field
of
view 1° 30/
Resolving power 3.5 "
Minimum focus 1.3m
Stadia ratio 100
Stadia constant 0
Electronic
angle
measurement
Method Absolutely Code
Minimum reading
Accuracy
(l)
1" / 5" / 10"
2" /
5'
/ /
10"
Diameter
of
circle 71mm
Illuminator LCD
Yes
Reticle plate
Yes
Communi-ca
tion EDM interface No
Data export
interface
Yes
- - - - -
Catalogue
1 Application
2 Nomenclature
I 3 Display and display mark
I
I 4 Operating keyboard and operating key
5 Preparative before measurement
5.1
Leveling the instrument
5.2
Power
switch
on
5.3
Battery
power
display
5.4
Change
the battery
6 Angle measurement
6.1
Measuring a
HAR
and vertical angle
6.2
Swi
tching
hor
izontal
angle
HAR
/
HAL
6.3
Setting
a
hor
i
zontal
angle
6.4
Repetition angle measurement
6.5
Measuring a percent
of
grade (
Slope
measurement)
7 Recording and outputting data
7.1
RS-232 serial communication interface
7.2 Recording measurement data
8 Memory mode
9 Function setting
9.1
Function setting
9.2
Function setting method
3
46
9.3
Time
setting
14.Error displays
10
Vertical angle 0 error and collimation error and tilt
angle compensator 0 error
11
Other function
11.1
Measuring
distance
11.2
Tilt
correction
function
11.3
Illuminate
and
the timing close
12 Check and adjustment
12.1
Check
and
adjust plate level
12.2
Check
and
adjust circular level
12.3
Check
and
adjust
vertical cross-hair
12.4
Collimation
of
the instrument sight line
12.5
Check
and
adjust optical
plummet
13
Tribrach
14
Error display
15
Specifications
16
Accessories and equipment
EOl
Vertical angle 0 position is out
of
range or set with
incorrect procedure.
E02 Tilt angle compensator 0 position is out
of
range or set
with incorrect procedure.
E03 During measuring
of
the collimation error, the measured
value measured is out
of
range.
E04 There's abnormality in internal memory system. I
E05 Reserved for adjustment
in
factory.
E06 There's abnormality
in
angle measuring system. I
E07 The level collimation or the telescope revolve too I
fast(over 4 rl
s).
E08 There's a error detected
in
angle measuring system. The
instrument should be re-powered
to
distiguish this error.
I
45
4
13. Tribrach
It is
convenient
to detach
and
attach
instrument
by
loosening
or
tightening
the
locking lever.
Detachment
a.
Tum
locking
lever
1800 in
counter
clock-wise
direction.
b.
Lift
the
instrument
up
with
one hand carrying
handle
and
another
hand
holding
the tribrach.
Attachment
a.
Match
the
instrument
base
with the correct
groove
before putting the instrument
on
the board.
b. Tighten the
locking
lever
instrument base
groove
locking lever
44
1. Application
The electronic theodolite adopts incrrmental digit angle
measurement system. The resolution
of
horizontal angle
reading and vertical angle reading
is
I"
,
5"
(0.2mgon,
lmgon
).
The angle precision
is
2"
,
5"
(0.5mgon,
lmgon
).
Meanwhile microcomputer techniques adopted
in
the
instrument realizes automatic calculation, storage, and
display. The instrument can display the readings of
horizontal angle and vertical angle simultaneously.
It
can
use with the DCH range finder made in MATO, PDA and
EDM made
in
the other factory international. Then you can
get the electric speed measurement instrument. It can
display, put down the angle, distance and coordinate data.
It
can correct the instrument error. Many measuring modes as
angle, slope etc can be fulfilled.
The electronic theodolite can be used for the control
surveying, mine, railway, and irrigation etc projects surveys
Still capable
of
topographic surveys and general projects
surveys.
5
2. Nomenclature
1
3
13
\~'\W
II
--I
r.:::s:,
l'
II/I~II
10 14
4
8
II
l~IJJ
A--,.
15
~~//
ll.V
~
11
16
'-.............
..
..
J
...
:....
JJDI
12
2 //Lc'Jl
7
1/1
II
5
,W
r/\\
6
9
::,,<°
1
A
adjustment screw optical plummet
a.
Next use the leveling screws and coincide the point
and center mark.
b.
Revolve the instrument
180
a or 200g around
the
vertical axis, and check the center mark.
If
it
is
coincided to the point, then further adjustment
is
not
required. Otherwise, repeat the adjustment.
Note:
To
move center mark, loosen adjustment screw on one
side and tighten adjustment screw
on
the other side
according to the loosened number. (Loosen: counter
clock-wise. Tighten: clock-wise. Rotate screws as little
as possible.)
43
6
I
a. number. (loosen screw: counter clock-wise. Tighten
screw: clock-wise. But rotate screws as little as
possible.)
b. After concluding the above adjustment, the
following adjustment
is
required:
6.
Adjustment
of
vertical angle.
12.5 Check and adjust optical plummet
Adjustment
is
required to make the line
of
sight
of
optical plummet telescope coincide with the vertical
axis ( as otherwise the vertical axis will not be in the
true vertical when the instrument
is
optically plumbed.)
Check
a. Coincide the center point with the center mark
of
optical plummet telescope by adjusting optical
plummet.
b. Revolve the instrument 1800
or
200g around the vertical axis
and check the center mark.
If
the point
is
properly centered in
the center.mark, adjustment
is
not required. Otherwise, adjust
in
the following manner:
Adjustment
a.
Unscrew the adjustment section cover
of
the optical
plummet telescope eyepiece, by revolving it in the
counter clock-wise direction and take it off. This
will expose four capstan adjustment screws which
should be adjusted with the accessory adjusting pin
to
shift the center mark to the point. However,
correct only
112
of
the displacement in this manner.
42
(
1)
carrying handle
(2)
handle screw
(3)
sighting collimator
(4)
vertical tangent screw and motion clamp
(5)
operating key
(6)
RS-232C communication interface
(7)
objective lens
(8)
plate level
(9)
display window
(l0)
eyepiece
(11) base plate (12) foot screw(13) focusing knob (l4)battery
(15)horizontal tangent screw and motion clamp
(16) base locking lever
3. Display and display mark
SDHDVD
~20
14:
38
90
0
00'
00"
%
m
L 00
00'
00"
gon
(ill!
Display Function Display Function
Hold
the
horizontal
SO
Slope distance
HOLD
angle
HD
Horizontal distance % Percent grade
VD
Height difference m Distance
unit:
m
VA
Vertical angle
gon
Angle unit
--
7
HAR
Horizontal angle
right
07
-03-06 Date I
SFT The second
function 14:
38
Time
REP
Repeat
the
horizontal angel (!) Auto power off
eRN Tilt correction - -
4.0perating keyboard and operating key
OIST S/ H/V
@@D
REP
REC
@)G0)
{)
@~
8
reticle adjustment screw
Adjustment
a.
Unscrew the cross-hair adjustment section cover.
b.
Find point D at a point between points
C.
B, which
should be equal to
1/4
the distance between points B
and
e,
and measured from point
C.
This is because
the parent error
of
Be
is four times
of
the real error
since the lescope has been reversed twice during
checking operation.
c. Shift the vertical cross-hair line and coincide
it
with point
D, by revolving the left and right capstan adjustment
rews. Upon completing the adjustment, repeat the
checking operation once more.
If
point
Band
e coincide
further adjustment
is
not required.
OtheIWise,
repeat
the
adjustment.
Note:
To
move vertical cross-hair, first loosen the capstan adjustment
screw, then screw the capstan adjustment screws on the other side
to
41
12.4 Collimation
of
the instrument
Collimation
is
required to make the line
of
sight
of
the
telescope perpendicular to the horizontal axis
of
the
instrument.
Check
a.
Set the instrument up with clear sights
of
abort
50
to 60
meters
of
both sides
of
the instrument.
b.
Sight point A at
approximately 50 R@
A
Sam
meter distance. W
c.
Loosen the vertical
tangent screw only
and plunge the CD W
Sam
c
telescope 180
Q7
0
around the horizontal
axis
so
that the telescope
is
pointed in the opposite
keys Functionl Function2
OSET Set horizontal angle Distance measurement
0
HOLD Hold the horizontal Repeat measurement
angle horizontal angle
-0-
Tum on
or
off
Select the second
illumination function
RlL Switch horizontal switch
SD/HDND
angle right or left display
V%
(!)
Percent grade
of
Record measurement
vertical angel data
Power switch
--_
.
_-
'-------
- -
--
- -
direction.
~
-
d.
Sight point B, at equal distance
as
point
A.
e.
Loosen the horizontal motion clamp and tangent
screw and revolve the instrument 1800 or 200gon.
Fix a sight on point A once more and tighten the
motion clamp and screw.
f.
Loosen the vertical motion clamp and tangent screw
and plunge the instrument 1800 or 200gon and fix a
sight on point C, which should coincide with the
previous point
B.
40 9
5'\
Preparative before measurement
5.1 Level the instrument
Level and center the instrument correctly to insure the
best perfonnance.
C!)
Place the tripod
First,
put
the tripod leg in the proper position and tighten
the locking screws.
@Attaching the instrument to the tripod head
Place the instrument carefully on the tripod head, and
move the instrument slowly by loosening adjusting
screw. Align the plumb bob with the point on the ground
When aligned, tighten the adjusting screw.
® Initial rough leveling the instrument with circular level
( 1 ) Use leveling screws 1,2 to move the bubble
of
the
circular level until the bubble
of
the circular level until
the bubble is now located on a line perpendicular to a
line running through the centers
of
the two leveling
screws being adjusted.
( 2 ) Revolve the leveling screw 3 to shift the bubble to
the center
of
the circular.
2
r---
0 0
I
~\-o
.
~
~
bubble
~
-=-
bubble
10
Adjustment
reticle retaining screws
eyepiece
a.
Unscrew the cross-hair adjustment section cover by
revolving it
in
the counter-clockwise direction. This
will expose four eyepiece section attachment screws.
b.
Loosen all four attachment screws slightly with the
accessory screw-driver. (while taking note
of
the
number
of
the revolutions.) Make vertical cross-hair
coincide with A by turning eyepiece and tighten the
four attachment screws.
c.
Check
if
there is displacement in horizontal
direction while point A travelling along vertical
cross-hair.
If
not, check is concluded.
39