SUZHOU FOIF RTS102 Total Station User Manual RTS100RTS100R V1 1

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RTS100/RTS100R Series
Total Station Instruction Manual
RTS102/RTS105
RTS102R3/RTS105R3
RTS102R5/RTS105R5
Ver: 1.1e(2013-07)
Suzhou FOIF Co., Ltd.
Dear Customer:
Congratulations! We, FOIF are proud to present you with these series instrument. Your
total station is a rugged and reliable instrument whose performance and design are not
surpassed.
To fully appreciate and protect your investment, we suggest that you take the necessary
time to read and fully understand this manual. We have a dedicated service organization.
If the need arises, please don’t hesitate to contact us.
Thank you for your trust and confidence.
Contents
1. Precautions for Safety ...............................................................................1
1.1 Note..............................................................................................................1
1.2 Definition of Indication..............................................................................2
1.3 Safety Standards for Laser (RTS100R series) .........................................4
2. Preparation before Measurement ............................................................6
2.1 About Battery..............................................................................................6
2.1.2 Replace the Battery .................................................................................7
2.1.3 Recharge the Battery ..............................................................................7
2.2 Setting Up the Instrument .........................................................................8
2.3 Centering and Levelling-Up ......................................................................8
2.4 Accurate Levelling-Up with Electronic Level on screen.......................10
3. Basic Functions........................................................................................... 11
3.1 Nomenclature............................................................................................ 11
3.2 Basic Key Operation ................................................................................12
3.3 Display .......................................................................................................13
3.4 Mode Diagram ..........................................................................................14
3.5 Power On/Off............................................................................................16
3.5 Registration & Demo Mode.....................................................................17
3.6 How to Input Number and Alphabet......................................................18
3.7 How to Configure .....................................................................................19
3.8 How to Set Parameters ............................................................................21
3.8.1 Measure Condition Setting ...................................................................21
3.8.2 Instrument Basic Setting ......................................................................23
3.8.3 Communication Port Setting................................................................24
3.8.4 Unit Setting ............................................................................................25
3.8.5 Date & Time Setting..............................................................................26
3.8.6 Key Function Setting.............................................................................26
3.8.7 EDM Setting...........................................................................................28
4. Angle Measurement ................................................................................30
4.1 Measure a Horizontal Angle of Two Points............................................30
4.2 Set the Horizontal Angle to a Required Value .......................................31
5. Distance Measurement............................................................................32
6. Coordinate Measurement .......................................................................34
6.1 Input the Occupied Point Data ...............................................................34
6.2 Azimuth Setting ........................................................................................36
6.3 3D Coordinate Measurement ..................................................................37
7. Stake out Measurement ..........................................................................39
7.1 Distance Stake out ....................................................................................39
7.2 Coordinates Stake out Measurement......................................................41
7.3 REM Stake out Measurement .................................................................43
8. Area ..........................................................................................................44
8.1 Area Calculation by Measured Data ......................................................44
8.2 Area Calculation by Reading Existed Coordinates ...............................45
9. Offset Measurement ................................................................................47
9.1 Single-distance Offset Measurement ......................................................47
9.2 Angle Offset Measurement ......................................................................49
9.3 Dual-Distance Offset Measurement........................................................50
10. MLM.......................................................................................................52
10.1 Measuring Distance between Two or More Points ..............................52
10.2 Change the Starting Point .....................................................................53
11. REM........................................................................................................54
12. Resection ................................................................................................55
12.1 Coordinate Resection .............................................................................56
12.2 Elevation Resection ................................................................................57
12.3 Resection Calculation Process...............................................................59
12.4 Precautions When Performing Resection ............................................60
13. Point Projection .....................................................................................61
13.1 Define Baseline........................................................................................61
13.2 Point Projection ......................................................................................63
14. Stake out Line ........................................................................................64
14. 1 Define Baseline.......................................................................................64
14. 2 Stake Out Line-Point.............................................................................65
14.3 Stake out Line/Line ................................................................................66
15. Traverse Surveying ...............................................................................68
15.1 Save Coordinate......................................................................................68
15.2 Read Coordinate.....................................................................................69
16. Inverse ....................................................................................................70
17. Polar Coordinates Calculation.............................................................71
18. Repetition Angle Measurement...............................................................72
19. Arc Staking Out Measurement................................................................74
19.1 Two Point Arc Staking Out....................................................................75
19.2 Three Point Arc Staking Out .................................................................76
20. Road Staking Out Measurement.............................................................78
20.1 Input the Start Station ...........................................................................79
20.2 Input Road Horizontal Elements ..........................................................79
20.2.1 Input Line Element .............................................................................79
20.2.2 Input Circle Element...........................................................................80
20.2.3 Input Spiral Element...........................................................................81
20.2.4 Road Horizontal Element Editing .....................................................81
20.3 Input Road Vertical Elements ...............................................................83
20.3.1 Input Vertical Road Element..............................................................83
20.3.2 Edit Vertical Road Element................................................................84
20.4 Road Calculation ....................................................................................86
20.4.1 Input the road width element .............................................................86
20.4.2 Additional Station Setting...................................................................87
20.4.3 Road Calculation .................................................................................88
20.5 Road Staking Out Data View.................................................................89
20.6 Road Stake Out.......................................................................................90
20.7 Road File Management..........................................................................91
20.7.1 Select a Road File ................................................................................91
20.7.2 Rename a Road File ............................................................................92
20.7.3 Delete a Road File................................................................................93
20.7.4 Delete all Road Files............................................................................94
21. Record ....................................................................................................95
21.1 Record Occupied Data ...........................................................................95
21.2 Collect Angle Data..................................................................................96
21.3 Distance&Coordinate Data ................................................................97
21.4 Record Note ............................................................................................99
21.5 View Data ..............................................................................................100
21.6 Select job ...............................................................................................101
22. JOB Management................................................................................102
22.1 Storage Media Select ............................................................................102
22.2 Select a JOB ..........................................................................................103
22.3 Rename a JOB ......................................................................................104
22.4 Delete a JOB .........................................................................................104
22.5 Output JOB Data .................................................................................106
22.6 File Copy ...............................................................................................107
22.7 Connect PC via USB port ....................................................................108
23. Known Data Management.....................................................................109
23.1 Input Known Point Coordinate by Keys............................................109
23.2 Input Known Point Coordinate via RS-232C .................................... 110
23.3 Delete known point coordinate............................................................ 112
23.4 View known points data....................................................................... 113
23.5 Clear all known points’ data................................................................ 114
24. Code Management............................................................................... 115
24.1 Edit Code list......................................................................................... 115
24.2 Clear all Codes...................................................................................... 116
25. Warning and Error Messages ............................................................ 117
26. Check and Adjustment........................................................................ 118
26.1 The Instrument Constant .................................................................... 118
26.2 Tubular Level........................................................................................ 119
26.3 Circular Level ....................................................................................... 119
26.4 The Optical Sight..................................................................................120
26.5 Optical Plummet (optional) ..............................................................120
26.6 Laser Plummet......................................................................................121
26.7 Vertical Cross-hair on Telescope .........................................................121
26.8 Horizontal Collimation Error C .........................................................122
26.9 Tilt Sensor .............................................................................................123
26.10 Vertical Index Error...........................................................................124
26.11 EDM Optical Axis and the Telescope Sighting Axis Error .............126
27. Technical Data ........................................................................................128
28. Accessories ...........................................................................................135
Appendix I: Atmospheric correction formula and chart (Just for
reference).......................................................................................................129
Appendix Ⅱ：Correction for refraction and earth curvature ...............131
1.
Precautions for Safety
1.1 Note
◆ Don’t collimate the sun directly
Avoid to insolate the instrument, and don’t collimate the sun directly for protecting eyes
and instrument.
◆ Avoiding the librations on the instrument
When transporting, keep the instrument in the case and try your best to lighten librations.
◆ Carry the instrument
When carrying，the instrument handle must be hold tight.
◆ Check the battery power
Before using it, you should check the power whether it is enough.
◆Battery Maintainence
If the instrument is not used for a long time,the battery should be taken out from the
instrument and stored in seperate place.Meantime,the battery should be charged every
month.
◆ Take out the battery
It is not suggested to take out the battery when the instrument is on, otherwise, the stored
data may be lost, so it is better to replace the battery after power off the instrument.
◆ Set up the instrument on the tripod
When using it please insure the connection between tripod and instrument is firm. It is
better to work with wooden tripod for the measurement accuracy.
◆ Assemble the tribrach on the instrument
The setting of tribrach would influence the accuracy. The tribrach should be check
frequently, the screw which connects the tribrach and alidade must be locked tightly. And
the central fixing screw should be tight.
◆ High temperature condition
Don’t put the instrument in high temperature condition for a long time, it is bad for the
instrument performance.
◆ Temperature changing sharply
The sharp temperature changing on the instrument or prism will shorten the distance
measurement range, for example, after taking the instrument out from a warm car to a
cold condition, wait for some time, it can be used when it adapts the surrounding
condition.
◆ The noise from the instrument
When the instrument working, it is normal if you hear the noise from instrument motor, it
will not affect the instrument work.
◆ Stored data responsibility
FOIF should not be held liable for the lost data because of wrong operation.
1.2 Definition of Indication
For the safe of your product and prevention of injury to operators and other persons as
well as prevention of property damage, items which should be observed are indicated by
an exclamation point within a triangle used with WARNING and CAUTION statements
in this manual.
The definitions of the indication are listed below. Be sure you understand them before
reading the manual’s main text.
！ WARNING:
Ignoring this indication and making an
operation error could possibly result in death or
serious injury to the operator.
！ CAUTION:
Ignoring this indication and making an
operation error could possibly result in personal
injury or property damage.
！
WARNING
● Do not perform disassembly or rebuilding. Fire, electric shock or burns could result.
Only FOIF authorized distributors can disassemble or rebuilt.
● Do not collimate the sun directly. The eye injury or blind could result.
● Do not cover the charger. Fire could be result.
● Do not use defection power cable, socket or plug. Fire, electronic shock could result.
● Do not use wet battery or charger. Fire, electronic shock could result.
● Do not close the instrument to burning gas or liquid, and do not use the instrument in
coal mine. Blast could be result.
● Do not put the battery in the fire or high temperature condition. Explosion, damage
could result.
● Do not use the battery which is not specified by FOIF. Fire, electric shock or burn could
result.
● Do not use the power cable which is not specified by FOIF. Fire could result.
● Do not short circuit of the battery. Fire could result.
● When this product encounters disturbance of severe Electrostatic Discharge, perhaps it
will have some degradation of performance like switching on/off automatically and so
on.
！
CAUTION
● Do not touch the instrument with wet hand. Electric shock could result.
● Do not stand or seat on the carrying case, and do not turn over the carrying case
arbitrarily, the instrument could be damaged.
● Be careful of the tripod tiptoe when setup or move it.
● Do not drop the instrument or the carrying case, and do not use defective belt, agraffe or
hinge. Instrument damage could result.
● Do not touch liquid leaking from the instrument or battery. Harmful chemicals could
cause burn or blisters.
● Please assemble the tribrach carefully, if the tribrach is not stable, series damage could
result.
● Do not drop the instrument or tripod, series damage could result. Before use it, check
the central screw is tight.
1.3 Safety Standards for Laser (RTS100R series)
RTS100R series adopt the class of Laser Product according to IEC Standard
Publication 60825-1 Amd. 2:2001. According this standard, EDM device is
classified as Class 3R Laser Product when reflectless measurement is selected,
when the prism and reflective sheet is selected as target, the output is equivalent
to the safer class 1. Follow the safety instructions on the labels to ensure safe
use.
CAUTION: CLASS 3R LASER RADIATION WHEN OPEN
AVOID DIRECT EYE EXPOSURE.
CAUTION: CLASS 2 LASER RADIATION WHEN OPEN
DO NOT STARE INTO THE BEAM
Laser emit
Note for Safety
！
WARNING
● Never point the laser beam at other’s eyes, it could cause serious injury.
● Never look directly into the laser beam source, it could cause permanent eye
damage.
● Never stare at the laser beam, it could cause permanent eye damage.
● Never look at the laser beam through a telescope or other optical devices, it
could cause permanent eye damage.
1.4 About User
1) This product is for professional use only!
The user is required to be a qualified surveyor or have a good knowledge of
surveying, in order to understand the user manual and safety instructions, before
operating, inspecting or adjusting.
2) Wear required protectors (safety shoes, helmet, etc.) when operating.
1.5 Exceptions from Responsibility
1) The user of this products is expected to follow all operating instructions and
make periodic checks of the product’s performance.
2) The manufacturer, assumes no responsibility for results of a faulty or
intentional usage or misuse including any direct, indirect, consequential damage,
and loss of profits.
3) The manufacturer, assumes no responsibility for consequential damage, and
loss of profits by any disaster, (an earthquake, storms, floods etc.).
4) The manufacturer, assumes no responsibility for any damage, and loss of
profits due to a change of data, loss of data, an interruption of business etc.,
caused by using the product or an unusable product.
5) The manufacturer, assumes no responsibility for any damage, and loss of
profits caused by usage except for explained in the user manual.
6) The manufacturer, assumes no responsibility for damage caused by wrong
transport, or action due to connecting with other products.
2.
Preparation before Measurement
2.1 About Battery
2.1.1 Battery Power Symbol
Meas
PC
0.0
ppm
⊥
SD
VA
HA
P1
DIST SHV1 SHV2 0 S E T
Measurement is possible
The battery is lower, it is better to replace or recharge it
Measurement is impossible, it is necessary to replace or recharge battery
NOTE:
◆ The working time of battery will be effected by many factors, such as ambient
temperature, recharging time, recharging and discharging times. On the data safe
side, we suggest the users recharge the battery full or prepare several full
batteries before operation.
◆ The battery symbol only indicates power capability for current measurement
mode. The power consumption in distance measurement mode is more than in
angle mode, if the instrument enters into distance measurement mode from angle
mode, the power maybe auto-off because of lower battery.
◆ The symbol only indicates the supply power but not the instantaneous power
change. And if the measurement mode changes, the symbol will not show the
power’s decrease or increase immediately.
◆ It is suggested to check every battery power before field work.
2.1.2 Replace the Battery
1) Remove the battery
① Press the button downward as shown left
② Remove the battery by pulling it toward you
2) Mount the battery
① Insert the battery to the instrument
② Press the top of the battery until you hear a
Click.
2.1.3 Recharge the Battery
As above figures show, connect the charger and the battery,
then plug the charger into the outlet of 100V-240V AC
power supply, recharging will begin.
NOTE:
◆ For a new (or long time no use) battery, in order to fully extend its capacity, it
is absolutely necessary to carry out 3 to 5 complete charging/discharging cycles,
and the charging time must be 10 hours at least each time.
◆ The indicator light on the charger will illuminate three separate colors for
varies mode conditions:
Solid Red Light—indicates that the charger is working;
Solid Green Light— indicates that the charge has finished;
Flashing Red Light—indicates no battery on charging, poor connection or some
problems exist.
◆ It is recommended to continue charging for 1 or 2 hours after the light turn
green.
◆ Once the red light flashes constantly after the charger is plugged into the
outlet of 100V-240V AC power supply, please remove the battery and
reconnected it after 3 or 5 min.
2.2 Setting Up the Instrument
Mount the battery in the instrument before performing this operation because the
instrument will tilt slightly if the battery is mounted after leveling.
I. Set up the tripod first: extend the extension legs to suitable lengths and tighten
the screws on the midsections. Make sure the legs are spaced at equal intervals
and the head is approximately level. Set the tripod so that the head is positioned
over the surveying point. Make sure the tripod shoes are firmly fixed in the
ground.
II. Mount the instrument on the tripod head. Supporting it with one hand, tighten
the centering screw on the bottom of the unit to make sure it is secured to the
tripod.
2.3 Centering and Levelling-Up
1. Position tripod legs so that the plummet is aimed to the ground mark point.
Turn the focusing ring of the optical plummet to focus.
2. Turn three footscrews of the tribrach till the center of reticle exactly coincides
with the surveying point in any position.
3. Move the tripod legs to centre the circular level. The instrument is now
roughly leveled-up.
4. Center the bubble in the circular level
Screw A
Screw B
Plate level
Screw C
Loosen the horizontal motion clamp, and
turn the instrument till the plate level is
parallel to a line shaped with screws A
and B. Adjust the screws A and B to make
the bubble in the center of the level.
Screw B
Screw A
Turn the instrument approximately 90°.
Adjust screw C, till the bubble in the center
of the level.
Screw C
Repeat above steps until the bubble remains in the center of the plate level while
the instrument is rotated to any position.
5. Center the surveying point again
Loosen the centering screw slightly. Looking through the optical plummet
eyepiece, slide the instrument over the tripod head until the surveying point is
exactly centered in the reticle. Re-tighten the centering screw securely.
6. Check again to make sure the bubble in the plate level is centered.
If not, repeat procedure 4.
2.4 Accurate Levelling-Up with Electronic Level on screen
It is convenient for RTS100/RTS100R series to level-up with electronic level,
especially when it is difficult to observe the circular level and plate level.
Tilt Value
Tilt Mode
XONYON
Lightness
1. Power on the instrument and press key {BS}
directly, and the electric level displays on screen.
-0°00’02’’
Tilt Mode
XONYON
Lightness
2. Level it by turning three foot screws, see above
operation “3. Center the bubble in the plate
level”.
Note:
1. On this menu you can turn on/off the X/Y compensator by pressing ▲or ▼
key.
2. If the instrument is equipped with laser plummet, after opening this menu, the
laser plummet adjusting bar will display. With pressing
or
key the laser
lightness can be adjusted.
10
3. Basic Functions
3.1 Nomenclature
Handle
Handle screw
Optical sight
Objective
Vertical motion
clamp
Vertical
tangent knob
Plate level
Keypad
Model label
Circular level
RS-232C port
Tribrach
11
3.2 Basic Key Operation
Keys
F1~F4
0~9
Description
Select the functions matching the softkeys
1.Input number when numeric input
2.Input characters when alphabetic input
●
Input a decimal point
±
Input plus/minus sign
Power
★
Power on/off
Enter into setting mode directly
ESC
Escape to the previous menu or mode
SFT
1. Shift between number and alphabetic when inputting
2.Shift targets model when measuring
BS
1. Delete the character at the left of the cursor when inputting
2. Open electronic level menu
Space
1. Input a black space when inputting
2. Input the target or instrument height
Func
Turn page
ENT
1. Select/Accept input data
2. Accept the option when selecting
12
3.3 Display
The LCD could display 6 lines with 20 characters per line.In measurement mode, it displays
some common information in above 5 lines and displays soft functions in the last line.
Status screen
Instrument model
02/12/2010 10：52：35
FOIF RTS102
S/N
JK0002
Ver
13-03-08
JOB
JOB1
MEAS
MEM CNFG
Application software version
Current power
The active JOB
Enter into config mode directly
Target type
Basic measure mode
Meas
PC
ppm
0.0+
0⊥
SD
VA
HA
P1
DIST SHV1 SHV2 0 S E T
Measuring
Dist
Fine
-----※
ppm 0
STOP
Measuring now
13
Compensator on/off
Page
3.4 Mode Diagram
Meas mode
02/12/2010 10：52：35
FOIF RTS102
S/N
JK0002
Ver
13-03-08
JOB
JOB1
MEAS
MEM CNFG
[MEAS]
{ESC}
PC
ppm
0.0+
0⊥
SD
VA
HA
P1
DIST SHV1 SHV2 0 S E T
CORD MENU HOLD H S E T
{ESC}
[MEM]
Meas
EDM O C C OFST R E C
Memory
1.JOB
2.Known data
3.Code
4.Storage Media
5.USB
{1}
JOB
1.JOB select
2.JOB rename
3.JOB delete
4.Download
5.Com setting
[REC]
P1
REC
JOB1
1.Occ. data
2.Angle data
3.Coord data
4.dist data
5.Note
P1
[Func]
REC
JOB1
1.View
2.JOB select
P2
Menu
1.Coordinate
2.Stake out
3.Area
4.Offset
5.MLM
P1
[Func]
JOB
1.File copy
P2
[MENU]
{2}
Known data
1.Key input
2.Com input
3.Delete
4.View
5.Clear
JOB 1
[Func]
[Func]
Known data
6.Com setting
JOB 1
Menu
1.REM
2.Resection
3.Point Projection
4.Line stake out
5.Traverse
[Func]
14
P2
{3}
Code
1.Code Edit
2.Clear List
Menu
1.Inverse
2.Polarize
3.Repeat Measure
4.Arc staking out
5.Road Calculation
Cnfg mode
02/12/2010 10：52：35
FOIF RTS102
S/N
JK0002
Ver
13-03-08
JOB
JOB1
MEAS
MEM CNFG
[CNFG]
Config
1.Meas condition
2.Inst.config
3.Inst.adjust
4.Com setting
5.Unit
{ESC}
P1
[Func]
Config
1.Date&Time
2.Key Function
P2
15
P3
Setting mode (Press {★} directly)
Inst. Config
1.Backlight
2.Laser
3.contrast
4.Ret. Lev.
EDM
P1
: YES
:NO
:9
:0
Inst. Config
1.Key Beep
2.Signal
P2
: YES
EDM
3.5 Power On/Off
I. Power on
Demo mode
10 points limited
1.Confirm the instrument is leveling, press the red key
{POWER},then press the key {skip}.
REG SKIP
Initing……
02/12/2010 10：52：35
FOIF RTS102
S/N
JK0002
Ver
13-03-08
JOB
JOB1
MEAS
MEM CNFG
2.The instrument will power on and display the
status screen.
II. Power off
Press {POWER} key, the instrument will ask you to turn
off the instrument or not, press F3(Yes), it will be
turned off, press F4(No) back to previous screen.
POWER OFF?
YES
NO 1
NOTE: No protection for power off in accident,
measured data maybe lost!
16
3.5 Registration & Demo Mode
When you start RTS100/RTS100R series for the first time you will see the registration
screen.
To activate RTS100/RTS100R program you need to call FOIF local dealer, or email us
the instrument serial number.
Demo mode
10 Data points limited
REG
SKIP
Registration No Input
No.
We will then issue you a registration number that you
can enter in the No. field. Press F3(REG) key to
program resisting screen, when you enter the
registration number you will see the words "Success"
and the program will run in registered mode.
fgfdgfdg
Success
If you have no the registration number, you can press F4(SKIP) to run
RTS100/RTS100R in demo mode. In Demo mode the program is limited to taking only
10 points.
17
3.6 How to Input Number and Alphabet
001:CODEAB
002:
003:
004:
005:
↑↓.P T O P LAST DEL
1. Enter into input code status (See§21.1 Input a
code), the cursor is blinking and ready to input. The
note “A” at the top right corner shows the active
input mode, you can press the key {shift} to switch
between alphabet and number.
001:CODEAB
002:MY01
003:
004:
005:
↑↓.P T O P LAST DEL
2. Input the code in turn and press the blue key {ENT}
to save it. You can press key {BS} to delete your
wrong input before the cursor. The max length of a
code is 16 characters.
18
3.7 How to Configure
Inst. Config
1.Backlight
2.Laser
3.contrast
4.Ret. Lev.
EDM
P1
: YES
:NO
:9
:0
Inst. Config
1.Backlight
2.Laser
3.contrast
4.Ret. Lev.
EDM
P1
: YES
:NO
:9
:0
Inst. Config
1.Backlight
2.Laser
3.contrast
4.Ret. Lev.
EDM
P1
: YES
:NO
:9
:0
Inst. Config
1.Backlight
2.Laser
3.contrast
4.Ret. Lev.
EDM
P1
: YES
:NO
:9
:0
Press key {★} on panel directly to enter into in any
status, and do some basic settings.
1. Backlight
Press numeric key {1}, then press left key {
right key { } to turn on or not.
} or
2. Laser
Press numeric key {2}, then press left key { } or
right key { } to turn no/off laser beam for pointing
target.
3. contrast
Press numeric key {3}, then press left key { } or
right key { } to adjust LCD display contrast.
4. Ret. Lev.
Press numeric key {4}, then press left key { } or
right key { } to telescope illumination on reticle. If
the value is zero, the illumination is turned off.
EDM
Mode
Reflector
Pri. const
P1
:Fine “s”
:NoPrism
:0.0
5. EDM setting menu
Press function key {F1} to open the EDM setting
menu.
EDM
Temp
Pressure
ppm
P2
: 20℃
:760mmHg
:0
Press Func key to turn to page 2.
OPPM
19
Press Func key to turn to page 2 of Star Configure menu
Inst. Config
1.key Beep
2.signal
P2
: YES
EDM
Inst. Config
1.key Beep
2.signal
EDM
P2
: YES
1. Key beep
Press numeric key {5}, then press left key { } or right
key { } to turn on key beep or not, if you select NO,
you will not hear the beep voice when press any key.
2. Signal
Aim at a target, then press numeric key {3} and the
instrument will beep, the EDM returned signal value
will display simultaneously.
20
3.8 How to Set Parameters
Press key {F4} on the keyboard to enter into config mode in any status, all the following
items can be set.
3.8.1 Measure Condition Setting
Config
1.Meas condition
2.Inst. config
3.Inst. adjust
4.Com setting
5.Unit
P1
2. Select “1.Meas condition” to set measurement
parameters. All items display on two pages.
Obs. condition
P1
1.Dist mode :Hdist
2.Tilt adjust :XOFFYOFF
3.C&R crn. :.14
4.V. obs
:Zenith
5.H. obs
:HAR
Obs. condition
1.HA Buzzer
2.Coord
3.Ang.reso..
4.Code eff
5.Vd mode
Obs. condition
1.Min Unit
1. Press key {F4} to enter into config mode.
P2
3. Change the settings if necessary. Press keys { }/
{ } to select items and press keys { }/ { } to set
options.
4. Press Func key to turn to page 2.
:No
:N-E-Z
:1”
:ALL
:VD
P3
:1mm
5.Press Func key to turn to page 3.
6. Press key {ESC} back to the previous mode.
21
Table 3-1
List of measurement condition setting
Options
Item
1.Dist Mode
SD﹡/HD/VD
2.Tilt Mode
XonYon﹡/XonYoff/XoffYoff
3.C&R crn
.14﹡/.20/No
4.V. obs
Zenith﹡/VA/V90
5.H. obs
HAR﹡/HAL
1.HA Buzzer
No﹡/Yes
2.Coord
N-E-Z﹡/E-N-Z
3.Ang .reso
1〞﹡/5〞/10〞;
0.0002g﹡/0.001g/0.002g;
0.005mil﹡/0.02mil/0.05mil
4.Code eff
The manual input code is available once or always
5.Vd mode
Display mode of vertical distance: to instrument
center or to the ground
1.Min Unie
According to the minimum unit
NOTE:
◆Every first options with the symbol “﹡” are the factory setting.
22
3.8.2 Instrument Basic Setting
Config
1.Meas condition
2.Inst. config
3.Inst. adjust
4.Com setting
5.Unit
P1
1. Press key {F4} to enter into config mode.
2. Select “2.Inst. config” to set instrument basic
parameters. Three items display.
Inst config
1.Power off :15min
2.LCD cont. :9
3.Ret level :7
3. Change the settings if necessary. Press keys { }/
{ } to select items and press keys { }/ { } to set
the options.
4. Press key {ESC} back to the previous mode.
Table 3-2
Option list of basic setting
Options
Item
1. Power off
30min﹡/No/5min/10min/15min
(The instrument would power off automatically to
save battery if no operation in setting time)
2.LCD cont.
0~13 (9﹡)
3.Ret level
0~9 (7﹡)
NOTE:
◆ The options with the symbol “﹡” are the factory setting.
23
3.8.3 Communication Port Setting
Please set communication parameters before connecting your computer.
Config
1.Meas condition
2.Inst. config
3.Inst. adjust
4.Com setting
5.Unit
P1
1. Press key {F4} to enter into config mode.
2. Select “4.Com setting” to set the parameters of
communication port.
Comms setting
1.Baud rate
2.Data bits
3.Parity
4.Stop bit
5.Check sum
P1
:1200
:8bit
:NO
:1bit
:No
Comms setting
1.Xon/Xoff
P2
3. Change the settings if necessary. Press keys { }/
{ } to select items and press keys { } / { } to set
the options.
4. Press Func key to turn to page 2.
:No
5. Press key {ESC} back to the previous mode.
Table 3-3
Option list of com setting
Options
Item
1.Baud rate
1200﹡/2400/4800/9600/19200/38400
2.Data bits
8bit﹡/ 7 bit
3.Parity
No﹡/ Even/ Odd
4.Stop bit
1bit﹡/ 2bit
5.Check sum
No﹡/ Yes
1.Xon/Xoff
No﹡/ Yes
Note:
◆ Every first options with the symbol “﹡” are the factory setting.
24
3.8.4 Unit Setting
Config
1.Meas condition
2.Inst. config
3.Inst. adjust
4.Com setting
5.Unit
Unit
1.Temp.
2.Pressure
3.Angle
4.Dist
P1
1. Press key {F4} to enter into config mode.
2. Select “5.Unit” to set unit.
:℃
:hPa
:degree
:meter
3. Change the settings if necessary. Press keys { }/
{ } to select items and press keys { } / { } to set
the options.
4. Press key {ESC} back to the previous mode.
Table 3-4
Option list of unit setting
Options
Item
1.Temp.
℃﹡/ ℉
2.Pressure
hPa﹡/ mmHg / inchHg/mbar/psi
3.Angle
degree﹡/ gon / mil
4.Dist
meter﹡/ Us-feet/Int-ft
Note:
◆ Every first options with the symbol “﹡” are the factory setting.
25
3.8.5 Date & Time Setting
The date and time displays at the status mode.
Config
1.Date&Time
2.Key Function
P2
2. Select “1.Date & Time”.
Date and Time
Date
Time
1. Press key {F4} to enter into config mode.
3. Input date
month/date/year.
:03042010
:10:00:00
and
time.
The
date
format:
4. Press key {ENT} to save settings and back to the
previous mode.
3.8.6 Key Function Setting
1. Press key {F4} to enter into config mode.
Config
1.Date&Time
2.Key Function
P2
2. Select “2.Key Function”.
3. Press key {1} to enter Key Set menu
4. Press key {2} to enter Key Save menu
5. Press key {3} to enter Key Resume menu
KEY FUNCTION
1.Key Set
2.Key Save
3.Key Resume
KEY SET
DIST SHV1 SHV2 0SET
CORD MENU HOLD HSET
EDM OCC OFST REC
Key Set: the soft key’s function at basic
measurement mode can be changed
1. Move the cursor to the key, change the key’s
function according to your need by pressing keys
{ }/ { } to select.
2. Press Key {F4} to confirm the key defined
26
Following items can be defined:
Items
Descriptions
DIST
Start distance measure
SHV1
Display switching between SD/HAVA, HD/HA/VA and VD/HA/VA
SHV2
Display switching between SD/HD/VD and SD/HA/VA
0SET
Set horizontal angle to 0
CORD
Enter coordinate measurement menu
MENU
Enter program menu
HOLD
Hold the horizontal angle
HSET
Set horizontal angle
EDM
Enter distance setting menu
OCC
Setting the station point
OFST
Enter offset measurement menu
REC
Enter points collection menu
RES
Enter resection program menu
REMS
Enter angle repeat measurement menu
MLM
Enter missing line measurement menu
S.O.
Enter stake out measurement menu
TILT
Display electronic level
REM
Enter remote elevation measurement menu
HARL
Horizontal angle display switching between HR and HL
ZA/%
Vertical angle display switching grade and zenith
OUT
Output the current measurement data via RS-232C port
AREA
Enter area measurement menu
ROAD
Enter road measurement menu
IHT
Enter instrument height setting menu
LSO.
Enter line stake out measurement menu
PROJ
Enter point projection measurement menu
27
Key Save
1. Press key {1} to save the current key setting in
User Define 1
2. Press key {2} to save the current key setting in
User Define 2
KEY FUNCTION SAVE
1.User Define 1
2.User Define 2
KEY FUNCTION RESUME
1.User Define 1
2.User Define 2
3.Default Define
Key Resume
1. Press key {1} to resume the User Define 1 as the
current Key setting
2. Press key {2} to resume the User Define 2 as the
current Key setting
3. Press key {3} to resume the Default Define as the
current Key setting
3.8.7 EDM Setting
Meas
SD
VA
HA
EDM
PC
ppm
0.0+
0⊥
OCC
P3
OFST R E C
EDM
Mode
Ref lector
Pri. const
P1
:Fine “r”
:Prism
:0.0
1. Press F1: [MEAS] in the status mode or select to
enter into measure mode.
Press key {Func} to turn to page P3.
2. Press F1: [EDM] to enter into EDM setting.
3. Change the settings if necessary. Press keys { }/
{ } to select the first three items and press keys { }
/ { } to set the options.
4. Press Func key to turn to page 2.
EDM
Temp.
Pressure
ppm
P2
:20℃
:1013hPa
:0
5. Press key {ESC} back to the previous mode.
0PPM
28
Table 3-5
EDM setting
Options
Item
1.Mode
Fine “r”﹡/ FineAVG 3 / Fine “s” / Rapid “s” / Tracking
2.Ref lector
Prism﹡/ Sheet/ No prism
3.Pri. const
-99~99
4.Temp.
-30～60℃(20℃﹡)/-22～140℉
5.Pressure
500～1400hPa(1013hPa﹡);
375～1050mmHg(760mmHg﹡);
14.8～41.3 inchHg (29.9inchHg﹡)
500～1400mbar(1013mbar﹡);
7.2～20.3Psi(14.7Psi﹡)
6.ppm
-499～499(0﹡),
Press F1: [0PPM] to set temperature, pressure and ppm as
factory setting.
Note:
◆ Options with the symbol “﹡” are the factory setting.
◆ ppm value could be calculated by inputted temperature and pressure, or input directly.
If the option of “ppm correct” is set as “Yes”, the temperature, pressure and ppm can not
be inputted by hand.
◆ This operation is also available in stake out mode.
◆ You can press star{★}/F1[EDM] key to enter EDM setting menu directly.
29
4.
Angle Measurement
4.1 Measure a Horizontal Angle of Two Points
Meas
PC
0.0
ppm
VD
VA 85°55′50″
HA
0°00′00″
P1
DIST SHV1 SHV2 0 S E T
Meas
PC
0.0
ppm
1. Sight the 1st target.
Press F4: [0SET] twice to set the 1st target as
0°at P1 in the measure mode.
Press [SHV1] or [SHV2] to change display status
firstly if in distance mode.
2. Sight the 2nd target. The displayed value is the
included angle between two points.
VD
VA 85°55′50″
HA 156°13′14″ P1
DIST SHV1 SHV2 0 S E T
1st target
30
2nd target
4.2 Set the Horizontal Angle to a Required Value
Meas
PC
0.0
ppm
VD
VA 302.5432gon
HA 0.0000gon
P2
CORD MENU HOLD H S E T
Set H Angle
1. Azimuth
2. Back sight
Azimuth -399.9998
Tgt.H
0.000m
PT#
Observe point!
1. Take your instrument sight the 1st target.
Press F4: [HSET] at P2 in the measure mode.
2. Select the first item 1.Azimuth, and input the
required value in Azimuth filed, then press {ENT} to
save the value. And it displays as the horizontal
angle.
The range and format of the input value:
gon:
0~399.9999
degree: 0 ~359.5959
mil:
0~6399.990
3. Sight the 2nd target. The horizontal angle from the
2nd target to the value set as the horizontal angle is
displayed.
OK
Meas
PC
ppm
VD
VA 302.5432gon
HA 399.9998gon
P2
CORD MENU HOLD H S E T
NOTE: Pressing [HOLD] performs the same function
as above. The horizontal angle is in hold status when
[HOLD] is flashing, press [HOLD] again to releasse
the hold status.
31
5.
Distance Measurement
Please set the following items before distance measurement：
●
Measurement condition ( See §3.8.1 Measure Condition Setting)
●
EDM (See §3.8.6 EDM setting )
【Procedure of distance measurement】
Meas
PC
ppm
SD
HD
VD
P1
DIST S H V 1 SHV2 0SET
1. Aim at the target, press F3:[SHV2], the display mode
of basic measurement will change to SD/HD/VD mode,
and then press F1:[DIST] to start measure distance.
Dist
Fine
-----※
ppm 0
STOP
PC
ppm
SD
10.329m
HD
7.009m
VD
7.586m
P1
DIST S H V 1 SHV2 0SET
2. The symbol “*” moves continually when measuring
distance. Distance measuring mode, prism const and
ppm value are also presented.
Meas
Meas
PC
ppm
SD
10.329m
HD
7.009m
VD
7.586m
P1
DIST S H V 1 SHV2 0SET
3. Press F4: [STOP] to finish measurement. The
“SD”,”HD”, and”VD” will display as shown left.
4. Press F3: [SHV2], SD/HD/VD and SD/VA/HA are
displayed alternatively.
32
NOTE:
◆ Make sure that the target setting in the instrument matches the type of target used.
◆ If the objective lens is dirty, it will affect the accurate of measured results. Dust it off
with your special brush and wipe it with your special cloth (in your carrying case)
before putting away.
◆ If an object with a high reflective factor (metal, white surface) exists between the
instrument and the target when measuring, the accuracy of the measured results will
be affected.
◆ An angle is also able to be measured when distance measurement.
◆ Measurement will automatically stop after a single measurement if the EDM mode is
single (Fine “S” / Rapid “S”).
◆ If the distance measurement mode is average “Fine AVG”, the measured distances are
displayed as “-1”,”-2”,”-3”…”-9” in turn, and the average value will display behind
“-A” once the selected time’s measurement has been finished.
33
6.
Coordinate Measurement
It is possible to find the 3D coordinates of a target by coordinate measurement. Please
input the occupied coordinate, instrument height, target height, backsight coordinate (or
azimuth angle) and azimuth before coordinate measurement.
○
Target Ht
Inst. Ht
Target point
Occiped point
6.1 Input the Occupied Point Data
【Procedure of inputting occupied point data】
Meas
PC
0.0
ppm
SD
VA
HA
P2
CORD MENU HOLD H S E T
1. Measure the height of target and instrument with a
tape, etc.
2. Press F1: [CORD] at P2 in the measurement mode.
Coordinate
1. Occ. orientation
2. Measure
3. EDM
4. JOB select
3. Select “1. Occ. orientation”.
Coord
1. Occ. coordinate
2. Set H angle
4. Select “1. Occ. coordinate” to input the occupied
coordinates, instrument height and target height in
corresponding field.
34
PT＃
Inst.H
1.500m A
N0:
0.000
E0:
0.000
Z0:
0.000
READ R E S R E C 0O K0
5. Press F3: [REC] to record the data in active
occupied data list, see “§18.1 Record Occupied Data”.
You could press F1: [READ] to read the existed data
for occupied point from memory. You could also press
F2: [RES] to enter Resection program to get the station
point coordinate, see “§12. Resection”.
Press F4: [OK] to confirm your setting.
How to read the existed data:
Known point data, coordinate data and instrument occupied data in the current JOB and
coordinate search JOB can be read. Confirm that the JOB containing the coordinates you
wanna read is already selected in coordinate search JOB, see “§22.2 Select a JOB ”.
PT＃
Inst.H
1.500m A
N0:
0.000
E0:
0.000
Z0:
0.000
READ R E S R E C 0O K0
Occ.
15
Coord
56
Coord
20
PT#
50
Coord
45
↑↓.P T O P LAST SRCH
1. Press F1: [READ] when inputting the coordinate.
2. The list of existed coordinate displays as shown
left:
Occ. : Occupied data saved in the current JOB or in
the coordinate search JOB.
Coord: Measured coordiante data saved in the current
JOB or in the coordinate search JOB
Pt# : Known point data saved in the current JOB or in
the coordinate search JOB.
◆ [↑↓.P] : Press keys { }/ { } to move one by one.
◆ [↑↓.P]: Press keys { ▲ }/ {▼ } to turn the previous/next page.
Press F1 to switch between [↑↓.P] status and [↑↓.P] status.
◆ [TOP]: Press it and the first point on the first page will display.
◆ [LAST]: Press it and the last point on the last page will display.
◆ [SRCH]: Press it to enter into “coordinate data search” mode. Input the required point
number to search.
3. Select the required data and press the key {ENT}.
PT＃
Inst.H:
1.500m 1
The corresponding data will display. You could re-edit
N0:
100.000
the data and it won’t affect the original coordinate
E0:
100.000
Z0:
010.000
data.
READ R E S R E C
0O K0
4. Press F4: [OK] to save the setting.
35
NOTE:
◆ The point number that was read is displayed until the current JOB is changed or a new
point number is selected.
◆ If more than two points with the same point name exist in the current JOB, the
instrument finds the first recorded data only.
6.2 Azimuth Setting
The azimuth of backsight could be inverse calculated by the coordinates of occupied and
backsight.
Azimuth
Instrument Station
Angle
Set H angle
1.Azimuth
2.Backsight
1. Select “2. Set H angle”, see “§6.1 Input the
occupied point data”. Then select “2. Backsight”.
Pt#
Tgt.H
NBS:
EBS:
ZBS:
READ
2. Input the coordinate of backsight. You could also
press F1: [READ] to select existed point data. If you
input the same coordinates with the occupied point, a
message “Same coordinates” will appear and
disappear in 5sec，please re-input the data.
P20
0.000m 1
20.000
20.000
20.000
0O K0
Azimuth
Tgt.H
Pt#
450000
0.000m
MEAS
REC
3. Press F4: [OK] to accept the inputted occupied and
backsight coordinates, the calculated azimuth angle
will display.
OK
4. Aim at the backsight point, and then press
F1:[MEAS] to check the backsight, or press F3: [REC] to record and set the station, then
back to the previous mode. You could also press F4: [OK] to set the station, but the data
will not be recorded.
36
Note:
◆ You can select “1. Azimuth” to input the azimuth angle directly.
◆ After input the coordinate of backsight, you can press F1:[MEAS] to check for
backsight checking, HD between station and
Azimuth
45°00′00″
backsight, dHD and dVD between calculated
Tgt.H
1.000m
Pt#
backsight and measured backsight will be display.
HD
0.163m
REC
P1
OK
II
dHD
dVD
0.051m
0.163m
REC
press F3: [REC] to record and set the station, then
back to the previous mode.You could also press F4:
[OK] to set the station,but the data will not be
recorded.
P2
OK
6.3 3D Coordinate Measurement
The target coordinate could be measured after the setting of occupied point and backsight
azimuth.
The formular used to calculate:
N1＝N0＋S×sinZ×cosAz
E1＝E0＋S×sinZ×sinAz
Z1＝Z0＋S×cosZ＋IH－TH
Where：
N0-E0-Z0: occupied point coordinates
S：SD
Z：Zenith angle
Az：Azimuth angle
IH：Instrument height
TH：Target height
Zenith angle
SD
Target height
Target (N-E-Z)
IH
HD
N0-E0-Z0
Azimuth 37
angle
【Procedure of 3D coordinates measurement】
1. Aim at the target point.
Coordinate
2. Select “2. Measure” to start. The coordinate value of
1. Occ. Orientation
2. Measure
the target is displayed.
3. EDM
3. Press F2: [TAGT] to re-input the occupied data if
4. JOB select
necessary, see “§6.1 Input the occupied point data”.
You can press F4: [REC] to record the data.
4. Aim at the next target, press F2: [TAGT] to re-input
1000.000
the target height if necessary, and press F1: [MEAS] to
1000.000
10.466
continue. Follow this operation till all targets have
VA
132.3648gon
been measured.
HA
150.3536gon
MEAS T A G T
REC
5. Press key {ESC} back to the coordinate mode.
38
7.
Stake out Measurement
Stake out measurement is used to stake out the required point. The difference between the
previously inputted data to the instrument (the stake out data) and the measured value can
be displayed by measuring the horizontal angle, distance or coordinates of the sighted
point.
The horizontal angle difference and distance difference are calculated and displayed using
the following formulas:
Horizontal angle difference
dHA=Horizontal angle of stake out data – measured horizontal angle
Distance difference
Distance
Displayed item
SD: S-O SD=measured slope distance – slope distance of stake out data
HD: S-O HD=measured horizontal distance – horizontal distance of stake out data
VD: S-O VD=measured height difference – height difference of stake out data
NOTE:
◆ Stake out data can be input in various modes: SD, HD, VD, coordinates and REM
measurement.
◆ EDM settings could be set in this mode.
7. 1 Distance Stake out
The point to be found based on the horizontal angle from the reference direction and the
distance from the instrument station.
Reference direction
Position to be stake out
distance
Present target
position
Distance to be stake out
Instrument station
39
【Procedure of distance stake out measurement】
Menu
1.Coordinate
2.Stake out
3.Area
4.Offset
5.MLM
P1
S-O
1. Occ. Orientation
2. S-O data
3. EDM
4. JOB select
S-O
1. Occ. Orientation
2. Set H angle
S-O
1. Occ. Orientation
2. S-O data
3. EDM
4. JOB select
Stake out
1.Height
2.Angle & Dist
3.Coord
S-O
SD
Ang.
Tgt.H
1. Press F2: [MENU] at P2 in the measure mode.
Select “2. Stake out”.
2. Select “1. Occ. Orientation”.
Select “1. Occ. Orientation” ,Input the occupied
orientation data, see Ҥ6.1 Input the occupied point
data ”.
Then set the azimuth angle of the backsight point,
see “§6.2 Azimuth setting”.
3. Select “2. S-O data”.
4. Select “2. Angle & Dist”.
SD
5.000m
20.0000gon
0.000m
SHV
MOKS
Press F2: [SHV] to shift between S-O SD, S-O HD,
S-O VD.
Input the following items:
SD/HD/VD: distance from the instrument station to the position to be stake out;
Ang.: included angle between the direction of the reference and the point to be stake out.
See “§ 4.2 Set the Horizontal Angle to a Required value”.
Press F4: [OK] to set the input values.
40
S-O dSD↓
0.000m
dHA←
0.0000gon
SD
VD
149.3610gon
HA
334.9916gon
MEAS NEXT
MOKS
Stake out
1.Height
2.Angle & Dist
3.Coord
6. Horizontally rotate the instrument until “dHA” is
near 0 and set the target on the sight line.
Press F1: [MEAS] to start distance measurement.
7. The difference of measured and stake out
value ”S-O dSD” is displayed.
Move the prism forward and backward until “S-O
dSD” is 0m.
←: Move the prism left
→: Move the prism right
↓: Move the prism forward
↑: Move the prism backward
Press F4: [OK] back to stake out mode.
7.2 Coordinates Stake out Measurement
After setting coordinates for the point to be stake out, the instrument calculates the stake
out HA and HD. By selecting the HA and then the HD stake out functions, the required
coordinate location can be stake out.
To get the Z coordinate, attach the target to a pole etc, with the same target height.
Distanc
Back sight
station
Point to be
stake out
Instrument
station
Angle
【Procedure of coordinate stake out measurement】
Menu
1.Coordinate
2.Stake out
3.Area
4.Offset
5.MLM
S-O
1. Occ. Orientation
2. S-O data
3. EDM
4. JOB select
P1
1. Press F2: [MENU] at P2 in the measure mode.
Select “2. Stake out”.
2. Select “1. Occ. Orientation”.
Input the occupied orientation data, see Ҥ6.1 Input
the occupied point data ”.
Then set the azimuth angle of the backsight point,
see “§6.2 Azimuth setting”.
41
Stake out
1.Height
2.Angle & Dist
3.Coord
Pt#
Tgt.H
Np:
Ep:
Zp:
READ
3. Press Esc, then Select “2. S-O data”, then select
“3.Coord”.
1.500m 1
157.000
0.178
0.000
R E C MOKS
-147.328m
0.000m
19.310m
S-O dHD ↑ -147.328
dHA→ 146.7194gon P1
MEAS NEXT
MRECS
↓
→
VA
HA
MEAS
296.1184gon
249.0324gon
NEXT
4. Input the coordinates of the stake out point.
Press F1: [READ] to read the existed coordinates as
stake out coordinate.
Press F4: [OK] to set the data.
5. Press F1: [MEAS] begin coordinate stake out
measurement. Move the prism to find the point to be
stake out.
: Move the prism upward
: Move the prism downward
Press key {ESC} back to stake out mode.
P2
MRECS
42
7.3 REM Stake out Measurement
Perform this operation to find a point where a target cannot be directly installed, see Ҥ11
REM”.
【Procedure of REM stake out measurement】
S-O
1. Occ. Orientation
2. S-O data
3. EDM
4. JOB select
1. Set a target directly below or directly above the point
to be found, then use a measuring tape etc. to measure
the target height (height from the surveying point to the
target).
Press F2: [MENU] at P2 in the measure mode, then
select “2. Stake out”.
2. Select “2. S-O data”, then select “1. Height”.
Stake out
1.Height
2.Angle & Dist
3.Coord
3. Input height from the surveying point to the position
to be stake out. Then press F4: [OK] to set the data.
Ht.
Tgt.H
2.000m
0.000m
MOKS
SD
10.251m
VA
79.6986gon
HA
249.0404gon
MEAS R E M NEXT
4. Press F2: [REM] to begin REM stake out
measurement. Move telescope to find the point to be
stake out.
: Move the telescope near the zenith
: Move the telescope near the nadir
Press key {ESC} back to stake out mode.
43
8.
Area
Calculate an area shaped with several points. The coordinate data of the points could be
either measured or input by hand.
Input:
Output:
Coordinates: P1 (N1, E1)
Area：S
P2 (N2, E2)
P3 (N3, E3)
…
P3
P2
P4
P1
P5
NOTE:
◆ The number of points: 3 ~ 30.
◆ Make sure these points must be measured or listed clockwise or anticlockwise, or
mistake will result.
8.1 Area Calculation by Measured Data
【Procedure of area calculation】
Area
1.Occ.Orientation
2.Area
1. Select F2: [MENU]/ 3. Area /2.Area.
01:
02:
03:
04:
05:
READ
2. Aim at the first point, and then press F4: [MEAS].
MEAS
44
N
VA
HA
0OK0
10.000 I
5.000
53.493
152.6296gon
62.1314gon
MEAS
01:Pt_01
02:Pt_02
03:Pt_03
04:Pt_04
05:
CALC
MEAS
Area Calculation
Pt:
PArea
m2
ha
3. Press F4: [MEAS] to re-measure distance or press
F1: [OK], the measured data is set as“Pt-01”.
4. Repeat steps 2 and 3 till all points are measured one
by one. Make sure measure them clockwise or
anticlockwise. Press F2: [CALC] and the calculated
area will display.
5. Press F4: [OK] back to menu mode.
0OK0
8.2 Area Calculation by Reading Existed Coordinates
【Procedure of area calculation】
Menu
1.Coordinate
2.Stake out
3.Area
4.Offset
5.MLM
01:
02:
03:
04:
05:
READ
P1
1. Select F2: [MENU]/ 3. Area /2.Area.
2. Press F1: [READ] to display existed coordinates
data list.
MEAS
45
Occ.
O1
Pt#
Pt1
Coord
C1
Pt#
Pt2
Pt#
Pt3
↑↓.P T O P LAST SRCH
01:O1
02:Pt1
03:C1
04:Pt2
05:
READ CALC
Area Calculation
Pt:
Area
m2
ha
0OK0
3. Pt#: Known point data saved in the active JOB or in
the coordinate search JOB.
Occ./Coord: Coordinate data saved in the active
JOB or in the coordinate search JOB.
4. Select the first point in the list and press key {ENT}
to set.
The selected point is set as “Pt-01”.
5. Repeat steps 2 and 4 till all points are selected.
Make sure read the points clockwise or
anticlockwise.
6. Press F2: [CALC], and the calculated area will
display. Press F4: [OK] to escape.
46
9.
Offset Measurement
Offset measurement are performed in order to find a point where a target cannot be
installed directly or to find the distance and angle to a point which cannot be sighted.
It is possible to find the distance and angle to a point you wish to measure (target point)
by installing the target at a location (offset point) a little distance from the target point and
measuring the distance and angle from the surveying point to the offset point.
The target point could be found in the following three ways.
9.1 Single-distance Offset Measurement
Finding a point by entering the horizontal distance from the target point to the offset
point.
Target point
Offset point
(Target)
Instrument station
When the offset point is positioned to the left or right of the target point, make sure the
angle formed by lines connecting the offset point to the target point and to the instrument
station is almost 90°.
When the offset point is positioned in front of or behind the target point, installs the offset
point on a line linking the instrument station with the target point.
【Procedure of single-distance offset measurement】
Menu
1.Coordinate
2.Stake out
3.Area
4.Offset
5.MLM
P1
1. Set the offset point close to the target point and
measure the distance between them, then set up a
prism on the offset point.
2. Aim at the offset point and press F1: [MEAS] to
47
measure the distance at P1 in measure mode.
3. Select [MENU]/4. Offset, or press F3: [OFST] at
P3 of basic measurement menu.
4. Select “1. Occ. orientation” to input the instrument
occupied data, see Ҥ6.1 Input the occupied point
data”.
Offset
1.Occ. Orientation
2.Offset/Dist
3.Offset/Angle
4.Offset/2Dist
Offset
1.Occ. Orientation
2.Offset/Dist
3.Offset/Angle
4.Offset/2Dist
5. Select “2. Offset/Dist”.
SD
VA
HA
MEAS
Dist
Direc
10.186m
90.0000gon
64.5154gon
MOKS
10.000m
↓
MOKS
SD
13.511m
VA
346.9636gon
HA
249.0298gon
R E C N E Z M NOS Y E S
6. User could press F1: [MEAS] to re-measure the
offset point or press F4: [OK] to the next step.
7. Input distance and direction of offset point:.
① Dist: horizontal distance from the target point to
the offset point.
② Direc: direction of the offset point.
←: on the left of the target point
→: on the right of the target point
↓: in front of the target point
↑: at back of the target point
8. Press F4: [OK] to calculate and display the
distance and angle of the target point.
9. Press F1: [REC] to save;
Press F2: [NEZ] to display NEZ coordinate;
Press F3: [NO] back to step 6;
Press F4: [YES] back to offset mode.
48
9.2 Angle Offset Measurement
Sighting the direction of the target point to find it from the included angle. Set offset
points for the target point on the right or left sides of and as close as possible to the target
point and measure the distance to the offset points and the horizontal angle of the target
point.
Target point
Offset point
(Target)
Offset point
(Target)
Instrument station
【Procedure of angle offset measurement】
1. Set the offset points close to the target point
Menu
P1
(making sure the distance from the instrument station
1.Coordinate
2.Stake out
to the target point and distance to the offset point are
3.Area
same, the height of the offset points and the target
4.Offset
5.MLM
point are the same), then use the offset points as the
target.
2. Aim at the offset point and press F1: [MEAS] to
Offset
1.Occ. Orientation
measure the distance at P1 in measure mode.
2.Offset/Dist
3. Select [MENU] at P2 in measure mode, and then
3.Offset/Angle
4.Offset/2Dist
select “4. Offset”, or press F3: [OFST] at P3 directly.
4. Select “3. Offset/Angle” after inputting instrument
occupied data, see Ҥ6.1 Input the occupied point
data”.
SD
10.186m
VA
90.0000gon
5. Accurately sight the direction of the target point and
HA
64.5154gon
press F4: [OK], the distance and angle of the target
Aim at target?
MEAS
MOKS
point are displayed.
SD
13.511m
VA
346.9636gon
HA
249.0298gon
Aim at target?
R E C N E Z M NOS Y E S
6. After finishing measurement:
Press F1: [REC] to save;
Press F2: [NEZ] to display NEZ coordinate;
Press F3: [NO] back to step 6;
Press F4: [YES] back to offset mode.
49
9.3 Dual-Distance Offset Measurement
By measuring the distance between the target point and the two offset points. Set two
offset points (1st target and 2nd target) on a straight line from the target point, measure
the 1st and 2nd target, then input the distance between the 2nd target and the target point
to find the target point.
Target point
Offset point
(Target)
Offset point
(Target)
Instrument station
【Procedure of dual-distance offset measurement】
Menu
1.Coordinate
2.Stake out
3.Area
4.Offset
5.MLM
P1
Offset
1.Occ. Orientation
2.Offset/Dist
3.Offset/Angle
4.Offset/2Dist
1. Set two offset points (1st target, 2nd target) on a
straight line from the target point and use the offset
points as target.
2. Select [MENU] at P2 in measure mode, and then
select “4. Offset”, or press F3: [OFST] at P3 directly.
3. Select “4. Offset/2Dist” after inputting the instrument
occupied data, see Ҥ6.1 Input the occupied point
data”.
Observe 1st offset
MEAS
10.186
10.000
10.000
P1
MOKS
4. Aim at the 1st target and press F1: [MEAS] and
measured data will display. Press F4: [OK] to accept
this value.
50
Observe 2nd offset
MEAS
Dist
10.186
10.000
10.000
P1
MOKS
123456789m
Offset/2Dist
SD
13.511m
VA
346.9636gon
HA
249.0298gon
R E C N E Z M NOS Y E S
5. Sight the 2nd target, press F1: [MEAS] and
measured data will display, press F4: [OK] to accept
this value.
6. Input the distance from 2nd point to the target
point and press key {ENT}, the angle and distance of
the target point are displayed.
7. Press F1: [REC] to save;
Press F2: [NEZ] to display NEZ coordinate;
Press F3: [NO] back to step 6;
Press F4: [YES] back to offset mode.
51
10.
MLM
MLM is used to directly measure slope distance, horizontal distance and the height
difference from one base point to other points without moving the instrument.
NOTE:
◆ The last measured data could be set as the base point for the next starting operation.
◆ The height difference between one point and the base point could be displayed as
grade mode.
H2
S2
V2
%2
H1
V1
S1
%1
Target (P3)
Target (P2)
Start point (P1)
Occupied point
10.1 Measuring Distance between Two or More Points
【Procedure of measuring】
Menu
1.Coordinate
2.Stakeout
3.Area
4.Offset
5.MLM
1. Press F2: [MENU] at P2 in the measure mode.
Select “5. MLM”.
P1
SD
33.421ft
HD
155.6594gon
VD
355.9246gon
M L M MOVE
MEAS
2. Aim at the start point P1, then press F4: [MEAS]
and the measured data will display.
3. Aim at the target point P2 and press F1: [MLM] to
begin measure, SD, HD, VD will display.
52
I
S/%
SD
HD
M L M MOVE
MEAS
4. Aim at the next point P3 and press F1: [MLM] to
begin measure. Repeat this operation to measure other
target points.
5. Press F2: [MOVE], the last target measured
becomes the new starting position to perform MLM of
next target.
Press F4: [MEAS] to re-measure the starting
position.
6. Press key {ESC} back to menu mode.
Note:
◆ Once “S/%” is displayed, the distance between two points is displayed as the gradient
10.2 Change the Starting Point
The previous measured data could be set as the base point for the next operation.
H2
%2
V2
S2
H1
V1
S1
%1
Point (P3)
Point (P2)
Start point (P1)
【Procedure of changing the starting point】
Move base point?
SD
VA
HA
-0.001m
368.3854gon
243.4068gon
MNOS Y E S
1. Measure the start point P1 and the first target P2
following above steps 1, 2 and 3.
2. After measuring the two points, press F2: [MOVE],
and press F4: [YES] to set the last measured point as
new starting point, or press F3: [NO] to give up.
53
11.
REM
REM is a function used to measure the coordinate and height to a point where a target
cannot be directly installed such as power lines, overhead cables or bridges, etc.
Target point B
H2
α2
Ht
α1
H1
B’
Here is the equation used to calculate the data presented in above figure:
Ht=H1+Scosα1tgα2-Ssinα1
【Procedure of REM】
Menu
1.REM
2. Resection
3. Point Projection
4. Line stake out
5. Traverse
P2
SD
HD
VD
REM
REM
3. Reference point measurement.
Aim at the prism accurately, and press F4: [MEAS] to
measure distance. Press F4: [STOP] and the measured
data are displayed. Press F4: [MEAS] to re-measure.
MEAS
SD
HD
VD
1. Set a target directly under or directly over the object
and measure the target height with a tape measure etc.
2. Press F2: [MENU] on P2 of the basic measurement
mode, then press Func key to turn to page 2, then
select “1.REM” on P2 to enter into REM status.
MEAS
4. Aim at the target accurately and press F2: [REM].
The height from ground to the target is displayed in
“Ht”. Press F4: [MEAS] to repeat and press key {ESC}
back to menu mode.
54
12.
Resection
Resection program is used to determine the coordinates of an instrument station
(unknown) by measuring several known points. Coordinate data in memory could be read.
Input
Coordinates of known points: Xi, Yi, Zi
Measured HA: Hi
Measured VA: Vi
Measured distance: Di
Output
Coordinate of occupied data: Xo, Yo, Zo
Known point P1
Known point P2
Occupied point P0
Known point P4
Known point P3
NOTE:
◆ All N, E, Z value or only Z value of the occupied point is calculated by measuring
known points.
◆Coordinate resection measurement overwrite the N, E, Z data of the instrument
occupied point, while elevation resection measurement overwrite Z data only. Perform
resection measurement, see “§ 12.1 Coordinate Resection” and “§ 12.2 Elevation
Resection”.
◆Inputted known coordinate data and calculated data could be recorded in the current
JOB.
55
12.1 Coordinate Resection
Between 2 and 5 known points can be measured by distance measurement and angle
measurement.
【Procedure of coordinate resection】
Menu
1.REM
2. Resection
3. Point Projection
4. Line stake out
5. Traverse
P2
Resection
1.NEZ
2.Elevation
1. Select [MENU] at P2 of basic measurement mode,
then press Func key to turn to page 2, and then select
“2. Resection”, or select [RES] at P3 directly.
2. Select “1.NEZ” and input known point data. After
inputting the data of the first known point, press F3:
[NEXT] to input the second point data.
Pt#
Tgt.H
m1
Np:
Ep:
Zp:
READ R E C NEXT MEAS
3. After all known points data have been set, press F4:
[MEAS].
Press F1: [READ] to read existed coordinate data.
Resection
Pt#
DIST ANG
4. Sight the first known point and press F1: [DIST] to
begin measurement. If known points number is more
than two, F2: [ANG] will display, you can confirm the
known point by angle measurement.
No.1PT
Resection No.1Pt
SD
10.188m
VA
189.9284gon
HA
47.2432gon
Tgt.H
000000m
TNOT Y E S
5. Press F4: [YES] to use the measured data of the first
known point.
Press F3: [NO] to re-measure this point.
You can also input target height here.
56
Resection No.2Pt
SD
10.188m
VA
189.9284gon
HA
47.2432gon
Tgt.H
000000m
CALC
TNOT Y E S
dN
dE
NEXT DISP R E C TOKT
6. Repeat procedures 4 and 5 of other points.
When the minimum quantity of measured data
required for the calculation is present, [CALC] will be
displayed.
Press F1: [CALC] to calculate. Instrument
occupied coordinate and standard deviation are
displayed.
Press F3: [NO] to re-measure the point.
7. Press F1: [NEXT] to add other known points.
Press F2:[DISP] to view the tolerance of measured
known points
Press F3: [REC] to record the calculated result.
Press F4: [OK] to finish coordinate resection.
Resection
The instrument occupied coordinate setting is
Set Azimuth
finished.
8. In this  screen, aim the first point
TNOT Y E S
then press F4: [YES] to set the first known point as
backsight point and azimuth, press F3: [NO] to back to measure mode.
12.2 Elevation Resection
Only Z (elevation) of an instrument station is dertermined by this measurement. Between
1 and 5 known points can be measured by distance measurement only.
【Procedure of elevation resection】
Menu
1.REM
2. Resection
3. Point Projection
4. Line stake out
5. Traverse
Resection
1.NEZ
2.Elevation
P2
1. Press F2: [MENU] on P2 of the basic measurement
mode, then press Func key to turn to page 2, and then
select “7. Resection”, or press F4: [RES] at P3 directly.
2. Select “2. Elevation” and input the known point.
57
No. 1Pt#
Pt#
Tgt.H
READ R E C NEXT MEAS
Resection
No.1PT
Pt#
5. Sight the first known point and press F1: [DIST] to
begin measurement. The measured data are displayed.
6. Press F4: [YES] to use the measured data of the first
DIST
Resection No.1Pt
SD
10.188m
VA
189.9284gon
HA
47.2432gon
Tgt.H
000000m
CALC
TNOT Y E S
Occ.Coord
dZ
NEXT
3. After setting the elevation for the first known point,
press F3: [NEXT] to set the second point data.
4. After all known points data have been set, press F4:
[MEAS].
Press F1: [READ] to read existed coordinate data.
R E C TOKT
known point data.
Press F3: [NO] to re-measure the point. You can
also input target height here.
After finishing two measurements, [CALC] will be
displayed.
6. Press F1: [CALC] to calculate. Instrument occupied
elevation and standard deviation are displayed.
7. Press F1: [NEXT] to add other known points.
Press F3: [REC] to record the calculated result.
Press F4: [OK] to finish elevation resection. Only Z
(elevation) of the instrument occupied coordinate is
set. N and E values would not be overwritten.
58
12.3 Resection Calculation Process
The N, E coordinates are found by angle and distance measurement equations, and the
instrument occupied coordinates are found using the least squares method. The Z
coordinate is found by treating the average value as the instrument occupied coordinate.
Calculation begins
Hypothetical coordinates are found
The measured equation for the angle is prepared
The measured equation for the distance is prepared
Iterate 3 times
▼
The normal equation is prepared
Instrument occupied coordinates are calculated
▼
Difference from the hypothetical
coordinates ≦ 0.5mm
Yes
Calculation of the Z coordinate
Calculation ends
59
No
12.4 Precautions When Performing Resection
In some cases it is impossible to calculate the coordinates of occupied point if the
unknown point and three or more known points are arranged on the edge of a single circle.
It is also impossible to calculate if the included angle between the known points is too
small. It is difficult to imagine that the longer the distance between the instrument
occupied and known points, the narrower the included angle between the known points.
Be careful for the points can easily be aligned on the edge of a single circle.
An arrangement such as shown below is desirable.
△▲：unknown point
○●：known point
It is sometimes impossible to perform a correct calculation such as shown below.
When they are on the edge of a
single circle, take one of the following methods:
(1) Move the instruction station as close
as possible to the center of the triangle.
(2) Measure one more known point which
is not on the circle.
(3) Perform a distance measurement on at
least one of the three points.
60
13.
Point Projection
Point projection is used for projecting a point to an established baseline. The point to
project can be either measured or input. Displays the distances from the first point and
point to project to the position at which a line extending from point to project intersects
the baseline at right angles.
Y direction
X direction
Baseline
1st Pt
2nd Pt
Offset
Length
Point to project
Length: Distance along the baseline from 1st point to 2nd point (X direction).
Offset: Distance from point to project to the position at which a line extending from point
of project intersects the baseline at right angles (Y direction).
13.1 Define Baseline
【Procedure of defining baseline】
Menu
P2
1.REM
2.Resection
3.Point projection
4.Line stake out
5.Traverse
1. Press F2: [MENU] at P2 of basic measurement
mode.
2. Turn to P2, select “3. Point projection”.
61
Point projection
1.Occ. Orientation
2.Define baseline
3.Point projection
Point projection
1.Occ. Orientation
2.Define baseline
3.Point projection
Define 1st Pt.
Pt#:
0.000
Np:
0.000
Ep:
0.000
Zp:
READ R E C M E A S OK
Define 2st Pt.0.000
0.000
Pt#:
0.000
Np:
Ep:
Zp:
READ R E C M E A S OK
3. Input the instrument occupied data, see Ҥ6.1 Input
the occupied point data”.
4. Select “2. Define baseline”.
5. Input the first point data, or press F1: [READ] to use
existed coordinates data, or press F3:[MEAS] to
measure the point.
6. Press F4: [OK] to input the second point data.
7. Press F4: [OK] to finish defining baseline. The
grade of the baseline will display.
Azimuth
HD
Grade
300gon
10.412m
1:150
8. Press F2: [1:**] or F3: [%] to change the grade
display mode.
1：＊＊ 0 ％0 HOKD
NOTE:
◆ Defined baseline could be used in both stake out line measurement and point
projection.
62
13.2 Point Projection
The baseline must be defined before performing point projection.
【Procedure of point projection】
Point projection
1.Occ. Orientation
2.Define baseline
3.Point projection
Pt#:
Np:
Ep:
Zp:
READ MEAS
Length
Offset
dVD
NEZ REC
P1
HOKD
1385.260m
-203.107m
2.212m
S-O
1. Select “3. Point projection” after finishing defining
baseline.
2. Input the point coordinate.
Press F2: [MEAS] to measure the point to project.
When recording the data as a known point, press
key {Func}, and press F2: [REC] on P2. Record
method, see Ҥ 23.1 Input Known Point Coordinate by
Keys”.
3. Press F4: [OK] to calculate Length, Offset and dVD
will display.
Length: Distance along the baseline from 1st point
to 2nd point (X direction).
Offset: Distance from point to project to the
position at which a line extending from point of
project intersects the baseline at right angles (Y
direction)
dVD: Elevation between the baseline and the
projected point.
Press F1: [NEZ] to display switching between coordinate and distance data.
Press F2: [REC] to record the coordinate as a known data.
Press F4: [S-O] to switch to stake out measurement of the projected point. See “6 Stake
out measurement”.
Press key {ESC} to continue point projection of a new point.
63
14.
Stake out Line
Stake out line is used for stake out a required point at a designed distance from the base
line and for finding the distance from the baseline to a measured point.
2nd Pt
Cut
Grade
Fill
1stPt
Offset
Baseline
Azimuth Length
14. 1 Define Baseline
【Procedure of defining baseline】
To perform stake out line, please define a baseline first. The baseline can be defined by
inputting coordinates of the two points.
Menu
P2
1.REM
2.Resection
3.Point projection
4.Line stake out
5.Traverse
Stake out line
1.Occ. Orientation
2.Define baseline
3.Stake out line
1. Press F2: [MENU] on P2 of the basic measurement
mode.
2. Turn to P2, select “4. Stake out line”.
3. Input the instrument occupied data, see “§6.1 Input the occupied point data”.
4. Select “2. Define baseline”, following operations see “§13.1 Define baseline” procedures
5, 6 and 7.
64
14. 2 Stake Out Line-Point
This measurement can be used to find the required point coordinates by inputting the
length and offset based on baseline.
Y direction
X direction
Baseline
1st Pt
2nd Pt
Offset
Length
Required point
Length: Distance along the baseline from 1st point to the position at which a line
extending from the required point intersects the baseline at right angles (X direction)
Offset: Distance from the required point to the position at which a line extending from the
required point intersects the baseline at right angles (Y direction).
【Procedure of stake out】
1. Select “3. Stake out line” after defining a baseline.
Stake out line
1.Occ. Orientation
2.Define baseline
3.Stake out line
2. Select “1. Point”
Stake out line
1.Point
2.Line
Stake out line
Length
Offset
HOKD
3. Input values of length and offset, then press F4:
[OK], the coordinate of the required point is calculated
and displayed.
65
Stake out line
Np:
Ep:
Zp:
REC
0.000
0.000
0.000
S-O
4. Press F2: [REC] to record the value as a known point,
see “§20.1 Input Known Point Coordinate by Keys”.
Press F4: [S-O] to stake out the required point, see
“§7. Stake out Measurement”.
Press key {ESC} to continue.
14.3 Stake out Line/Line
Stake out line-line tells how far horizontally the measured point is from the baseline and
how far vertically the measured point is from the connected line. Make sure to define a
baseline before this operation.
Measured point
Offline (-)
Length
Offset (horizontal direction)
Profile view
Measured point
2nd
Pt
Cut
1st Pt
Offline: A positive value indicates the point is on the right of the baseline and a negative
value indicates it is on the left.
Cut: indicates that the point is below the baseline.
Fill: indicates that the point is above the baseline.
Length: distance along the baseline from 1st point to the measured point.
66
【Procedure of stake out line/line】
Stake out line
1.Occ. Orientation
2.Define baseline
3.Stake out line
2. Select “2.Line”.
Stake out line
1.Point
2.Line
Stake out line
Offset
MEAS
Stake out line
SD
33.417ft
VA
300.9994gon
HA
44.6568gon
Tgt.H
HNOT Y E S
Stake out line
Ofline
Fill
Length
REC
1. Select “3. Stake out line” after defining a baseline.
-0.995m
14.401m
3.993m
MEAS
3. Input offset value: the horizontal move distance of
baseline, right side indicates positive value and left
side indicates negative value. Go to step 4 without
inputting.
4. Aim at the target and press F4: [MEAS] to measure.
The measured results are displayed.
5. Press F3: [NO] to re-measure the target.
Press F4: [YES] to use the measured values. The
difference between the measured data and the baseline
displays:
Ofline: A positive value indicates the point is on the
right of the baseline and a negative value indicates it
is on the left.
“Cut” indicates that the point is below the baseline.
“Fill” indicates that the point is above the baseline.
Length: Distance along the baseline from the first
point to the measured point.
6. Aim at the next target and press F4: [MEAS] to
continue the measurement.
67
15.
Traverse Surveying
Measure the coordinate of foresight point and save it in the list, this point would be taken
as the occupied point after transferring to point 2, and the previous occupied point will be
taken as the backsight point, the azimuth angle will be calculated and set.
Known point A
P3
P1
P2
Azimuth
Occupied point P0
(0,0,0)
15.1 Save Coordinate
Here is the operation of how to measure the foresight point and save it in the list.
【Procedure of saving coordinate】
Meas
PC
0.0
ppm
SD
VA
HA
P2
CORD MENU HOLD H S E T
Menu
P2
1.REM
2.Resection
3.Point projection
4.Line stake out
5.Traverse
Traverse
1.Save coord
2.Read coord
1. Press F2: [MENU] on P2 of the basic measurement
mode.
2. Turn to P2, select “3.Traverse”.
3. Press “1.Save coord”.
68
VD
VA
HA
29.183ft
315.3212gon
64.5876gon
DIST
VD
VA
HA
3. Aim at the target point and then press F1: [DIST].
You can press F4: [I.HT] to re-input instrument height
or target height here.
I.HT
19.682ft
159.9150gon
68.0594gon
MEAS
> Set?
4. Press F4: [SET] to save the data, or press F3: [REC]
to record it in the list.
REC SET
5.000
5.000
29.877
5. Press F3: [NO] back to the previous mode and press
F4: [YES] to set the data.
0NO0 Y E S
15.2 Read Coordinate
Set the measured foresight point in the saved coordinates list as the occupied point, and
the previous occupied point becomes the back point.
Traverse
1.Save coord
2.Read coord
HA
> Set?
-0.0002gon
0NO0 Y E S
1. Move the instrument to the measured forsight point.
2. Select “2. Read coord”.
3. First aim the previous occupied point, then press F4:
[YES] to set the previous foresight point coordinate as
the occupied point coordinate or press F3: [NO] to
give up.
69
16.
Inverse
The distance and azimuth from a start point to an end point could be calculated according
to input their coordinates.
Input:
Output:
Coordinate of start point: N0,E0,Z0
Distance: D
Coordinate of end point : N1,E1,Z1
Azimuth: Az
Menu
1.Inverse
2.Polarize
3.Repeat Measure
4.Arc staking out
5.Road Calculation
【Procedure of Inversing】
P3
1. Press F2: [MENU] on P2 of the basic measurement
mode.
2. Turn to P3, select “1.Inverse”.
Start point
Pt#
1000.000
1000.000
39.383
READ
R E C 0OK0
End point
Pt#
READ
Azimuth
HD
VD
1000.000
1000.000
39.383
R E C 0OK0
-0.0002gon
0.000ft
-29.383ft
NEXT 0OK0
3. Input coordinates of the start point, and press F3:
[REC] to record the data in the list if necessary. You
could press F1: [READ] to read the existed data. Press
F4: [OK] to set.
4. Input coordinates of the end point. See the previous
step.
5. The inversed value will display. Press F3: [NEXT]
to continue, press F4: [OK] back to menu mode.
70
17.
Polar Coordinates Calculation
The coordinates of the end point could be calculated according to input azimuth, distance
and the NEZ coordinates of start point.
Input:
Coordinate of start point: N0,E0,Z0
Azimuth: Az
Distance: Dist
Output:
End point
Coordinate of end point:N1,E1,Z1
Az
Start point
【Procedure of Polarize】
Menu
1.Inverse
2.Polarize
3.Repeat Measure
4.Arc staking out
5.Road Calculation
Pt#
READ
0OK0
P3
P1
1000.000
1000.000
39.383
0OK0
1000.000
1000.000
0.000
REC
1. Press F2: [MENU] on P2 of the basic measurement
mode.
2. Turn to P3, select “2.Polarize”.
3. Input the data in corresponding items. You could
press F1: [READ] to read the existed coordinate data
for start point. Press F4: [OK] to enter.
4. The calculated data displays. Press F3: [REC] to
record it in the list, and press F1: [OK] back to menu
mode.
71
18. Repetition Angle Measurement
Repetition angle measurement can be done by horizontal angle right measurement mode.
Menu
1.Inverse
2.Polarize
3.Repeat Measure
4.Arc staking out
5.Road Calculation
P3
1. Press F2: [MENU] on P2 of the basic measurement
mode.
2. Turn to P3, select
3.Repeat Measure.
Angle ReMeasure
3. Press the F3:[Yes] key.
>OK?
----
----
YES
NO
Angle Remeasure
Ht:
Hm:
[0]
0°00′00″
4. Collimate the target A and press the F1[0SET]
key.
5. Press the F3:[Yes] key.
0SET MEAS FREE H O L D
Angle Remeasure [1]
Ht:
Hm:
45°10′00″
45°10′00″
6. Collimate the target B using the horizontal clamp
and tangent screw.
Press the F4:[HOLD] key.
0SET MEAS FREE H O L D
Angle Remeasure [1]
Ht:
Hm:
45°10′00″
45°10′00″
7.Recollimate the target A using the horizontal clamp
and tangent screw, and press the F3:[FREE] key.
0SET MEAS FREE H O L D
Angle Remeasure [2]
Ht:
Hm:
45°10′00″
45°10′00″
0SET MEAS FREE H O L D
8. Recollimate the target B using the horizontal clamp
and tangent screw, press the F4:[HOLD] key.
9. Repeat 7 to 8 to measure the desired number of
repetition.
72
Angle Remeasure [4]
Ht:
Hm:
45°10′00″
45°10′00″
10. Press F2: [Meas] or [ESC] key to return to the
normal mode.
0SET MEAS FREE H O L D
11. Press the F3:[YES] key.
Angle ReMeasure
Exit
>OK?
----
----
YES
NO
NOTE:
● Horizontal angle can be accumulated up to
(3600°00'00" – minimum reading) (horizontal angle right).
In case of 5 second reading, horizontal angle can be accumulated up to +3599°59'55".
● Error will be displayed when the results differ from first measurement by more than
±30".
73
19. Arc Staking Out Measurement
Stake out a designed arc by arc staking out measurement, see below figure, after define
the arc by 2points-arc or 3points, the instrument will help you move the rod to the arc.
Here:
S.P– Start point of arc
E.P– End point of arc
C.P– Circle center point of arc
Station(from S.P to A) - the station on the arc computed radially from the current
position of the prism.
Offset(from rod to B) – offset distance from the current position to the arc.
S-O dHA – If your line of sight does not intersect the arc, it will display to ask you rotate
you telescope until sight line intersect the arc, and then In/Out will display. Offset angle
is from the current position to the arc
Fill/Cut – Cut value indicate that the rod is higher than the arc, fill indicates the it is
lower
In/Out(from Rod to A)– This is the distance you need to move in out to get to the arc.
74
19.1 Two Point Arc Staking Out
1. Press F2: [MENU] on P2 of the basic measurement
mode, select 4.Arc Staking out to enter arc staking
out menu, select 1.Occ.Orientation to set the station.
And then select 2. 2pt+radius arc to start 2-point arc
staking out measurement.
Arc Stakeout
1.Occ.Orientation
2.2pt+radius arc
3.Three point arc
Define/Start PT
Pt#
Np:
11.829
Ep:
0.000
Zp:
1.846
READ R E C MEAS
Define/End PT
Pt#
Np:
11.829
Ep:
0.000
Zp:
1.846
READ R E C MEAS
OK
OK
2. Input the coordinate of arc start point.
Press F1[READ] to read the existed coordinate as
stake out coordinate
Press F4:[OK] to set the data.
3. Input the coordinate of arc end point.
Press F1[READ] to read the existed coordinate as
stake out coordinate
Press F4:[OK] to set the data.
Arc define/Rad Input
Rad
100.000
OK
↑
dHA ←
Length
OfLine
MEAS
21.172m
9.603m
12°27’49” P1
8.304m
4.928m
OK
4. Input the radius of arc, press F4:[OK] to set the
data.
5. Press F1:[MEAS] to measure current rod, the
staking date will display.
Length - the station on the arc computed radially from
the current position of the prism
OfLine– offset distance from the current position to the arc
dHA – offset angle from the current position to the arc
– Cut value indicate that the rod is higher than the arc, fill indicates the it is lower
↑– This is the distance you need to move in out to get to the arc.
75
↑
dHA ←
Length
OfLine
MEAS
0.003m
0.006m
0°00’05” P1
1.109m
0.003m
OK
6. According the S-O dHA angle to move the rod until
the telescope sight intersect the arc.
7. Repeat moving and measuring the rod until all the
stake data are accepted. Press F4: [ESC] to escape this
program.
19.2 Three Point Arc Staking Out
1. Press F2: [MENU] on P2 of the basic measurement
mode, select 4.Arc Staking out to enter arc staking
out menu, select 1.Occ.Orientation to set the station.
And then select 3.Three point arc to start three-point
arc staking out measurement.
Arc Stakeout
1.Occ.Orientation
2.2pt+radius arc
3.Three point arc
Define/Start PT
Pt#
Np:
11.829
Ep:
0.000
Zp:
1.846
READ R E C MEAS
Define/End PT
Pt#
Np:
11.829
Ep:
0.000
Zp:
1.846
READ R E C MEAS
2. Input the coordinate of arc start point.
Press F1[READ] to read the existed coordinate as
stake out coordinate
Press F4:[OK] to set the data.
OK
OK
3. Input the coordinate of arc end point.
Press F1[READ] to read the existed coordinate as
stake out coordinate
Press F4:[OK] to set the data.
76
Arc define/Mid PT
Pt#
Np:
11.829
Ep:
0.000
Zp:
1.846
READ R E C MEAS OK
4. Input the coordinate of arc middle point.
Press F1[READ] to read the existed coordinate as
stake out coordinate
Press F4:[OK] to set the data.
Arc define/Rad Input
Rad
100.000
OK
↑
21.172m
9.603m
12°27’49” P1
8.304m
4.928m
OK
5. Press F1:[MEAS] to measure current rod, the
staking date will display.
Length - the station on the arc computed radially from
the current position of the prism.
OfLine – offset distance from the current position to the arc.
dHA – offset angle from the current position to the arc
dHA ←
Length
OfLine
MEAS
– Cut value indicate that the rod is higher than the arc, fill indicates the it is lower
↑(from Rod to A)– This is the distance you need to move in out to get to the arc.
6. According the S-O dHA angle to move the rod until the telescope sight intersect the arc.
7. Repeat moving and measuring the rod until all the stake data are accepted. Press F4:
[ESC] to escape this program.
77
20. Road Staking Out Measurement
This program is especially designed for Road Layout measurement. It can be used for
horizontal curve layout. Normally one road is constituted by several elements, such as
line, circle curve or Spline.
Menu
P3
1.Inverse
2.Polarize
3.Repeat Measure
4.Arc staking out
5.Road Calculation
Select 5
H road elements list
Input Start station
Road Calculation
1.Input the parameter
2.Road Setout
3.Road file
Type EndPile
HCurve/Start Point
STATION: 0.000
Np :
0.000
Ep :
0.000
Zp :
0.000
0OK0
DEL LINE CIR CURV
F2
Dist
0.000m
Azimuth 0°00′00″
StartPile Height
Road Define
1.Horizontal Curve
2.Vertical curve
3.Road Calculation
ENDP
F3
FIST LAST DEL ADD
RoadCal/Calc
Road Setiyt
1.Occ.Orientation
2.Road Setout
3.Road data view
STATION:
SPAC
WIDE PEG
ENT
F4
Road File Select
ROAD1
ROAD2
ROAD3
ROAD4
ROAD5
P1
Dist
0.000m
Rad
0.000m
Azimuth 0°00′00″
Turn
LEFT
ENT
0.000
10.000m
Road File Select
1.Road File Select
2.Road File Rename
3.Road File Delete
4.Road Initialize
ENT
Road File Rename
ROAD1
78
Dist
0.000m
Rad
0.000m
Azimuth 0°00′00″
Turn
LEFT
Direction
IN
ENT
Clear all roads?
NO YES
Road File Select P1
ROAD1
ROAD2
ROAD3
ROAD4
ROAD5
20.1 Input the Start Station
Road Calculation
1.Input the parameter
2.Road Setout
3.Road file
Road Define
1.Horizontal Curve
2.Vertical curve
3.Road Calculation
HCurve/Start Point
STATION: 0.000
Np :
0.000
Ep :
0.000
Zp :
0.000
0OK0
1. Press F2: [MENU] on P2 of the basic measurement
mode, on the page 3 select 5.Road Calculation enter
road menu.
2. Select 1.Input the parameter to enter road design
menu. And then select 1.Horizontal Curve, start
point entering menu will display.
3. Enter the start point station and coordinate, press
F4:[OK] key. Road horizontal elements editing menu
will display.
Type EndPile
DELv LINEv CIR
CURV
20.2 Input Road Horizontal Elements
Three types elements can be input, including line, curve and spiral.
20.2.1 Input Line Element
1. Make sure the instrument is in horizontal elements
editing menu, press F2 to display line element
Dist
100m
inputting menu.
Azimuth
0°00′00″
Input the line length and azimuth in the Dist and
ENDP ENT
Azimuth filed.
Press F4:[ENT] key to confirm.
79
NOTE:
Line Input/END POINT
Pt#
100m
0.000m
0.000m
READ
LEN ENT
Type EndPile
Line 100.000
DEL
LINE CIR
CURV
You can press F3:[ENDP] to enter the end point
inputting menu.
Input the end point coordinate directly, or press
F1:[READ] to recall from memory.
Press F3:[LINE] to back to the LENGTH menu
Press F4:[ENT] to confirm, you will see the line
element in the list menu.
Here EndPile means the end station of this element.
20.2.2 Input Circle Element
Dist
Rad
Azimut
Turn:
100.000m
100.000m
0°00′00″
RIGHT
ENT
2. Press F4:[ENT] key to confirm, back to the
horizontal elements menu.
Here EndPile means the end station of this element.
Type EndPile
Line 100.000
Circle 200.000
DEL
LINE CIR
1. Make sure the instrument is in horizontal elements
editing menu, press F3 to display curve element
inputting menu.
Input the curve parameters, including length[Dist],
radius[Rad], azimuth[Azimuth] and turn [Turn].
CURV
NOTE:
1. Normally the azimuth will calculate and display following previous element.
2. When you set the turn, move the cursor to [Turn] item, press ◄ or ► key to shift
between Left and Right.
80
20.2.3 Input Spiral Element
Dist
100.000m
Rad
100.000m
Azimuth 57°17′44″
Turn
RIGHT
Direction
IN
Type
Line
Circle
Spiral
DEL
ENT
EndPile
100.000
200.000
300.000
LINE CIR
1. Make sure the instrument is in horizontal elements
editing menu, press F4 to display spiral element
inputting menu.
Input the curve parameters, including length[Dist],
radius[Rad], azimuth[Azimuth], turn [Turn] and
direction[Direction].
2. Press F4:[ENT] key to confirm, back to the
horizontal elements menu.
Here EndPile means the end station of this element.
CURV
NOTE:
1. Normally the azimuth will calculate and display following previous element.
2. When you set the turn or direction, move the cursor to [Turn] or [Direction]item, press
◄ or ► key to shift the options.
3. If you set the Direction is IN, here the inputted Rad is End radius of spiral, its start
radius is default as ∞; if you set the direction is OUT, here the inputted is start radius of
spiral, its end radius is default as ∞.
20.2.4 Road Horizontal Element Editing
In the horizontal element editing menu, the inputted element can be edited.
Type
EndPile
Line
100.000
Circle
200.000
Spiral
300.000
Circle
400.000
DEL LINE CIR CURV
● Delete horizontal element
1. Move ▲ or ▼ key, the cursor will move to
different element.
Type
EndPile
Line
100.000
Circle
200.000
Spiral
300.000
Circle
400.000
DEL LINE CIR CURV
2. Press F1:[DEL] to delete the selected element, the
two elements adjacent with deleted one will connect
automatically.
81
Type
EndPile
Line
100.000
Spiral
200.000
Circle
300.000
Spiral
400.000
DEL LINE CIR CURV
● Edit horizontal element
Type
EndPile
Line
100.000
Spiral
200.000
Circle
300.000
Spiral
400.000
DEL LINE CIR CURV
Dist
200.000m
Rad
100.000m
Azimuth 0°00′00″
Turn
RIGHT
Direction
IN
2. Press ENT key to edit the selected element.
ENT
Type
EndPile
Line
100.000
Spiral
300.000
Circle
400.000
Spiral
500.000
DEL LINE CIR CURV
Road Define
1.Horizontal Curve
2.Vertical curve
3.Road Calculation
1. Move ▲ or ▼ key, the cursor will move to
different element.
3. Press F4:[ENT] key to confirm, other elements
following the edited one will upgrade automatically.
4. After all the horizontal elements are confirmed,
press [ESC] key back to previous menu.
82
20.3 Input Road Vertical Elements
Road vertical elements is confirmed by some intersection points, you should input same
parameters for the intersection points, including station, height, and length from this
intersection point to next intersection point.
20.3.1 Input Vertical Road Element.
1. Make sure the instrument is in Road Define menu,
select 2.Vertical Curve to vertical elements editing
menu.
Road Define
1.Horizontal Curve
2.Vertical curve
3.Road Calculation
Here:
Press F1:[FIST] key, the cursor will move to the first
StartPile
Height
element.
Press F2:[LAST] key, the cursor will move to the last
element.
FIST LAST DEL ADD
Press F3:[Del] key to delete the selected element.
Press F4:[ADD] key to add a new vertical element.
VCurve/Element
STATION： 0.000
Ht.
600.000m
Length
200m
ENT
2. Press F4 to display Vertical road element inputting
menu. Input the parameter for vertical element.
Press F4:[ENT] key to confirm.
83
StartPile
0.000
Height
600.000
FIST LAST
DEL ADD
VCurve/Element
STATION
200.000
Ht.
625.000
Lengh
250
ENT
StartPile
0.000
200.000
400.000
550.000
FIST LAST
Height
600.000
625.000
570.000
700.000
DEL ADD
3. You will see the just inputted element in the vertical
element editing menu.
4. Press F4:[ADD] to input next one.
Here the STATION is displayed automatically, it
comes from the previous element’s length.
Press F4: key to confirm.
5. Repeat step 4 to input all the vertical elements for
the road.
20.3.2 Edit Vertical Road Element
In the horizontal element editing menu, the inputted element can be edited.
StartPile
0.000
200.000
400.000
500.000
FIST LAST
StartPile
0.000
200.000
300.000
FIST LAST
Height
600.000
625.000
570.000
685.000
DEL ADD
● Delete vertical element
1. Move F1:[FIST], F2:[LAST], ▲ or ▼ key, the
cursor will move to different element.
Height
600.000
570.000
685.000
2. Press F3:[DEL] to delete the selected element, the
two elements adjacent with deleted one will connect
automatically.
DEL ADD
For example, after delete the second element, the vertical road curve figure is shown
below:
84
● Edit horizontal element
StartPile
0.000
200.000
400.000
500.000
FIST LAST
Height
600.000
625.000
570.000
685.000
DEL ADD
VCurve/Element
STATION:
200.000
Ht.
625.000
Length
180 m
1. Move ▲ or ▼ key, the cursor will move to
different element.
2. Press ENT key to edit the selected element.
ENT
StartPile
0.000
200.000
380.000
480.000
FIST LAST
Height
600.000
625.000
570.000
685.000
DEL ADD
3. Press F4:[ENT] key to confirm, other elements
following the edited one will upgrade automatically.
4. After all the horizontal elements are confirmed,
press [ESC] key back to previous menu.
For example, after edit the second element, the vertical road curve figure is shown below:
85
20.4 Road Calculation
20.4.1 Input the road width element
1. Make sure the instrument is in Road Define menu,
Road Define
select 3.Road Calculation
1.Horizontal Curve
2.Vertical curve
3.Road Calculation
2. Press F1:[WIDE] to road width setting menu.
RoadCal/Calc
STATION:0.000
SPAC
0.000 m
WIDE PEG
ENT
SPile
LW
Press F1:[FIST] key, the cursor will move to the first
element.
Press F2:[LAST] key, the cursor will move to the last
element.
Press F3:[Del] key to delete the selected element.
Press F4:[ADD] key to add a new vertical element.
3. Press F4:[ADD] to enter road wide inputting menu.
FIST
LAST
DEL
ADD
Wide Input
STATION: 0.000m
Lwide
3.000m
Rwide
4.000m
SPile
0.000
100.000
300.000
FIST LAST
ENT
LW
3.000
5.000
6.000
4. Input the parameters of road width.
STATION: the road will take this width begin from
this point to next road width element
Lwide: left width
Rwide: right width
Press F4:[ENT] key to confirm.
5.Repeat step 4 to input other road width.
DEL ADD
RoadCal/Calc
STATION:0.000
SPAC
0.000 m
WIDE PEG
6. Press [ESC] back to road calculation menu.
ENT
86
20.4.2 Additional Station Setting
Some special stations can be calculated and stake out, the setting procedures are same
with road width element inputting, but their result are different; for road width element,
the inputted parameters are available from setting station to next element, but for
additional station setting, the inputted parameters are available only for setting station.
Road Define
1.Horizontal Curve
2.Vertical curve
3.Road Calculation
2. Press F2:[PEG] to enter additional station setting
menu.
RoadCal/Calc
STATION:0.000
SPAC
0.000 m
WIDE PEG
1. Make sure the instrument is in Road Define menu,
select 3.Road Calculation
ENT
Press F1:[FIST] key, the cursor will move to the first
element.
Press F2:[LAST] key, the cursor will move to the last
element.
SPile
LW
Press F3:[Del] key to delete the selected element.
Press F4:[ADD] key to add a new vertical element.
3. Press F4:[ADD] to enter road wide inputting menu.
FIST LAST
DEL ADD
STATION: 155.500
Lwide
10.000m
Rwide
10.000m
ENT
4. Input the parameters of road width.
STATION: the road will take this width begin from
this point to next road width element
Lwide: left width
Rwide: right width
Press F4:[ENT] key to confirm.
SPile
155.500
5.Repeat step 4 to input other road width.
Wide Input
FIST LAST
LW
10.000
DEL ADD
6. Press [ESC] back to road calculation menu.
87
20.4.3 Road Calculation
After design the road, input the interval to calculate the staking points.
1. Input the interval of staking points on the road.
RoadCal/Calc
STATION:0.000
SPAC
20.000 m
WIDE PEG
ENT
Road Define
1.Horizontal Curve
2.Vertical curve
3.Road Calculation
2. Press F4:[ENT] to calculate, “calculating” will
display until “Cal complete” appear, the program go
back to previous menu automatically.
NOTE: If following display, it means there are some staked points exist in this file already.
Press F3:[YES] key to cover these points, or press F4:[NO] back to previous screen.
OVERLAP
YES
NO
88
20.5 Road Staking Out Data View
After design and calculate the road, all the staking points can be view.
1. Press F2: [MENU] on P2 of the basic measurement
Road Calculation
mode, on the page 3 select 5.Road Calculation enter
1.Input the parameter
2.Road Setout
road menu.
3.Road file
2. Select 2.Road Setout to road setout menu.
Road Setout
1.Occ.Orientation
2.Road Setout
3.Road data view
STAKE
STAKE
STAKE
STAKE
STAKE
↑↓.P TOP LAST SRCH
Pt#
Code
0.000C
Np :
0.000
Ep :
0.000
Zp :
600.000
READ PREV NEXT ENT
Np :
0.000
Ep :
0.000
Zp :
600.000
Pt#
Code
0.000C
NEXT PREV
3. Select 3.Road data view to view the staking station
data, the station list will display.
Here:
STAKE: Center station serial number
RSTAKE: Right station serial number
LSTAKE: Left station serial number
Press F1:[ ↑↓.P] key to change the function of ▲ and
▼ keys, if it is light, press ▲ or▼ to move cursor
between adjacent points. If it is backlight display,
press▲ or ▼ key to move cursor to display adjacent
pages.
Press F2:[TOP] key to move cursor to first station.
Press F3:[LAST] key to move cursor to last station
Press F4:[SRCH] key to enter the serial number(PT#)
to look for the station.
4. Press F4:[ENT] to display the coordinate of
selected station.
PT#: Station serial number
Code: Station mileage, “C” means center station, “R” means right station, “L” means left
station.
Press F1:[NEXT] key to display next station.
Press F2:[PREV] key to display previous station.
89
20.6 Road Stake Out
Road Calculation
1.Input the parameter
2.Road Setout
3.Road file
Road Setout
1.Occ.Orientation
2.Road Setout
3.Road data view
1. Press F2: [MENU] on P2 of the basic measurement
mode, on the page 3 select 5.Road Calculation enter
road menu.
2. Select 2.Road Setout to road setout menu.
At road setout menu select 2.Road file to road setout
menu, select 1.Occ.Orientation to set the station and
backsight.
3. Select 2.RoadSetout to stake out road, the first
center station of road will display.
Here:
PT#: Station serial number
Code: Station mileage, “C” means center station, “R”
means right station, “L” means left station.
Press F1:[READ] key to open the station list.
Pt#
Press F2:[PREV] key to display previous station..
Code
0.000C
Np :
0.000
Press F2:[NEXT] key to display next station.
Pt#
Code
0.000C
Np :
0.000
Ep :
0.000
Zp :
600.000
READ PREV NEXT ENT
Ep :
0.000
Zp :
600.000
READ PREV NEXT ENT
4. Press F4:[ENT] to enter coordinate staking out
screen, see chapter “7.2 Coordinates Stake out Measurement” to do that.
90
20.7 Road File Management
20.7.1 Select a Road File
All the elements you inputted and the staking data you calculated are recorded in the
current road file. You can select other file to define other road, normally one file includes
one road.
NOTE:
◆ There are 10 road files in total, the factory default setting is “ROAD1”.
◆ The default names are “ROAD1”,”ROAD2”…”ROAD10”, you can rename them if
necessary.
Procedures:
Road Calculation
1. Press F2: [MENU] on P2 of the basic measurement
1.Input the parameter
2.Road Setout
mode, on the page 3 select 5.Road Calculation enter
3.Road file
road menu.
Road file
1.Road File Select
2.Road File Rename
3.Road File Delete
4.Road Initialize
Road File Select
P1
ROAD1
96
ROAD2
55
ROAD3
ROAD4
ROAD5
Road File Select
P1
ROAD1
96
ROAD2
55
ROAD3
ROAD4
ROAD5
2. Select 3.Road file to road file management menu.
3. Select 1.Road File Select to display road file list,
the cursor will stay on current Job file.
4. Press ▼ or ▲ arrow key to move cursor, after
reach to the job you want to select, press [ENT] key to
confirm. The program will back to road file
management menu automatically.
91
20.7.2 Rename a Road File
Procedures:
1. Press F2: [MENU] on P2 of the basic measurement
mode, on the page 3 select 5.Road Calculation enter
road menu.
Road Calculation
1.Input the parameter
2.Road Setout
3.Road file
Road file
1.Road File Select
2.Road File Rename
3.Road File Delete
4.Road Initialize
Road File Rename
Road4
Road File Rename
FOIFMA
2. Select 3.Road file to road file management menu.
3. Select 2.Road File Rename, current road file will
display.
4. Input new name, press [ENT] key to confirm. The
program will back to road file management menu
automatically.
NOTE:
The max length of road file name is 8 characters, special symbols can not be accepted,
such as “#, ? /……”
92
20.7.3 Delete a Road File
Road Calculation
1.Input the parameter
2.Road Setout
3.Road file
Road file
1.Road File Select
2.Road File Rename
3.Road File Delete
4.Road Initialize
2. Select 3.Road file to road file management menu.
Road File Select
P1
ROAD1
96
ROAD2
55
ROAD3
FOIFMA
100
ROAD5
FOIFMA
Confirm to delete?
NO
Procedures:
1. Press F2: [MENU] on P2 of the basic measurement
mode, on the page 3 select 5.Road Calculation enter
road menu.
YES
Road File Select
P1
ROAD1
96
ROAD2
55
ROAD3
ROAD4
ROAD5
3. Select 3.Road File Delete, road file list will
display.
4. Press ▼ or ▲ arrow key to move cursor, after
reach to the job you want to delete, press [ENT] key,
it will ask you to confirm to delete, press F3:[NO]
back to file list, the file will not be deleted.
5. Press F4:[YES] to delete this file, all the inputted
and calculated data in this file will be cleared, and the
file name change to initial status.
93
20.7.4 Delete all Road Files
Road Calculation
1.Input the parameter
2.Road Setout
3.Road file
Road file
1.Road File Select
2.Road File Rename
3.Road File Delete
4.Road Initialize
Clear all roads?
NO
YES
Initing
Procedures:
1. Press F2: [MENU] on P2 of the basic measurement
mode, on the page 3 select 5.Road Calculation enter
road menu.
2. Select 3.Road file to road file management menu.
3. Select 4.Road Initialize. it will ask you to confirm
to clear all roads, press F3:[NO] back to road file
management menu, no file is deleted.
4. Press F4:[YES] to delete all road files, Initing will
display, at last it will back to road file management
menu automatically.
NOTE:
Pay more attention to this operation, after initialization, all the files back to initial status,
the deleted elements and data can not be resumed.
Road File Select
ROAD1
ROAD2
ROAD3
ROAD4
ROAD5
P1
94
21.
Record
You can record measured data, occupied data and notes into the active JOB. The memory
is 60000 points in total.
21.1 Record Occupied Data
You can input occupied data into the active JOB. The record items include: occupied
coordinates, point number, instrument height, code, user, date, time, weather, wind,
temperature, air pressure and ppm. If the current occupied data have not been recorded in
the active JOB, the previous occupied data will be used as the active one.
【Procedure of recording occupied data】
Meas
PC
0.0
ppm
SD
VA 302.5432gon
HA 0.0000gon
P3
EDM OCC OFST R E C
REC
JOB1
1.Occ. data
2.Angle data
3.Coord data
4.Dist data
5.Note
P1
REC
JOB1
1.View
2.JOB select
P2
Pt#
J2
Inst.H
N0:
E0:
Z0:
READ 0RES0
1. Press F4: [REC] on P3 in basic measurement
mode to enter into record mode. The active JOB
will display.
2. Select “1. Occ. data” to set occupied station.
0.000m
0.000
0.000
0.000
REC 0OK0
Code ROAD
User
MA
Date
:08/08/2006
Time
:10:00:00
Weather :Fine
0RES0 REC 0OK0
3. You can input the following items by hand: PT#,
instrument heigt(Inst.H), code, N0-E0-Z0, , user,
date, time, weather, wind, temperature, pressure, and
ppm. Press key “▲”/ “▼” to select item or press
[FUNC] to turn page.
Press F1:[READ] to read coordinate from memory.
See “§6.1 Input the occupied point data”.
Press F2:[RES] to enter resection program and get
the station coordinate
Press F3:[REC] to record the station coordinate into
memory.
At the page 2 of station setting screen, press F1:
[0PPM] to set ppm value as 0 directly.
4. Press F1: [OK] to set the station coordinate.
95
5. Set the backsight information, and back to Rec
menu.
Wind
:Calm
Temp
:15℃
Pressure :760mmHg
Ppm
:0
0PPM 0RES0
REC 0OK0
NOTE
◆
◆
◆
◆
◆
◆
◆
◆
The max length of Pt# is 14 characters.
The instrument height range: -9999.999~9999.999.
The max length of code and user is 16 characters.
Date and time are not allowed to change here.
Weather options: Fine, Cloudy, Flurry, Rain, Snow.
Wind options: Calm, Gentle, Light, Strong, Gust.
The temperature range: -30 ~ 60℃.
The pressure range: 500 ~ 1400 hPa（mbar）/ 375 ~ 1050 mmHg /14.8～41.3 inch Hg/
7.3~20.3 Psi.
◆ The ppm range: -499 ~ 499 ppm.
21.2 Collect Angle Data
Meas
1. Enter into record mode. The active JOB will
display.
PC
0.0
ppm
SD
VA 302.5432gon
HA 0.0000gon
P3
EDM OCC OFST R E C
REC
JOB1
1.Occ. data
2.Angle data
3.Coord data
4.Dist data
5.Note
REC
P1
Free 44000
II
VA
148.7080gon
HA
352.4228gon
Pt#
PP01
P1
AUTO 0SET
REC
REC
Tgt.H
Code
Free 44000
NO
AUTO 0SET
1.45ft
P2
REC
2. Select “2. Angle data”, then aim at the target, the
angle will display in real time.
3. Press F4: [REC] to input the following items: point
number, target height and code, press F1: [OK] to save
data.
You could press F1: [AUTO] to perform this process
directly if PT#, code and tgt.H are unnecessary to
re-set.
Press F2:[0SET] to set horizontal angle as 0
4. Repeat step 3 to collimate and collect other points
angle data..
96
21.3
Distance&Coordinate Data
【Procedure of recording coordinate data 】
Meas
PC
0.0
ppm
SD
VA 302.5432gon
HA 0.0000gon
P3
EDM OCC OFST R E C
REC
JOB1
1.Occ. data
2.Angle data
3.Coord data
4.Dist data
5.Note
P1
REC
Free 43997
5.000
5.000
5.000
Pt#
D10
P1
AUTO DIST OFST R E C
REC
Code S
Tgt.H
Free 43997
45.000m
1. Press F4: [REC] on P3 in basic measurement mode
to enter into record mode. The active JOB will
display.
P2
AUTO DIST OFST R E C
2. Select “3. Coord data”.
3. Aim at the target and press F2: [DIST] to measure
distance, and then [REC] will display at the last line,
press F4: [REC] to input the following items: point
number, target height and code, press F1: [OK] to
save data.
You could press F1: [AUTO] to perform this process
directly if PT#, code and tgt.H are unnecessary to
re-set.
4. Aim at other targets, repeat step 3 to collect other
points.
NOTE:
◆ After performing the process once, both distance measurement data and coordinate
data are recorded into memory as the same Pt#.
◆ Distance measured data is recorded firstly, and then coordinate data is recorded.
◆ Press [FUNC] key, the screen will switch between coordinate mode and distance
mode.
97
【Procedure of recording distance data 】
Meas
PC
0.0
ppm
SD
VA 302.5432gon
HA 0.0000gon
P3
EDM OCC OFST R E C
REC
JOB1
1.Occ. data
2.Angle data
3.Coord data
4.Dist data
5.Note
P1
REC
Free 43997
5.000
5.000
5.000
Pt#
D10
P1
AUTO DIST OFST R E C
REC
Code S
Tgt.H
1. Press F4: [REC] on P3 in basic measurement mode
to enter into record mode. The active JOB will
display.
Free 43997
45.000m
P2
AUTO DIST OFST R E C
2. Select “3. Dist data”.
3. Aim at the target and press F2: [DIST] to measure
distance, and then [REC] will display at the last line,
press F4: [REC] to input the following items: point
number, target height and code, press F1: [OK] to
save data.
You could press F1: [AUTO] to perform this process
directly if PT#, code and tgt.H are unnecessary to
re-set.
4. Aim at other targets, repeat step 3 to collect other
points.
NOTE:
◆ After performing the process once, both distance measurement data and coordinate
data are recorded into memory as the same Pt#.
◆ Distance measured data is recorded firstly, and then coordinate data is recorded.
◆ Press [FUNC] key, the screen will switch between coordinate mode and distance
mode.
98
21.4 Record Note
【Procedure of recording note】
Meas
1. Press F3: [REC] on P3 in measure mode to enter
into record mode. The active JOB will display.
PC
0.0
ppm
SD
VA 302.5432gon
HA 0.0000gon
P3
EDM OCC OFST R E C
REC
JOB1
1.Occ. data
2.Angle data
3.Coord data
4.Dist data
5.Note
REC/Note
ROAD100
Free
P1
13996
2. Select “5. Note”.
3. Input note and press F1: [OK] to save. The max
length is 60 characters.
0OK0
NOTE:
◆ Max note length is 60 characters.
99
21.5 View Data
【Procedure of view data 】
Meas
1. Press F3: [REC] on P3 in measure mode to enter
into record mode. The active JOB will display.
PC
0.0
ppm
SD
VA 302.5432gon
HA 0.0000gon
P3
EDM OCC OFST R E C
REC
JOB1
1.View
2.JOB select
Stn
Dist
Coord
Dist
Coord
↑↓.P T O P
P2
J2
J3
J3
J4
J4
LAST SRCH
2. Press Func key to turn to page 2，Select “1. View”.
3. All recorded data of the active JOB will display,
Press F1:[ ↑↓.P] key to change the function of ▲ and
▼ keys, if it is light, press ▲ or▼ to move cursor
between adjacent points. If it is back light, press▲ or
▼ key to move cursor to display adjacent pages.
Press F2:[TOP] key to move cursor to first point..
Press F3:[LAST] key to move cursor to last point
Press F4:[SRCH] key to enter the serial number(PT#) to look for the point.
SD
3.133m
VA
84°39′42″
HA
352°28′59″
Pt#
J4
Tgt.H
1.45ft
NEXT PREV
4.Select one and press key {ENT} to view, press [ESC]
back to list.
NOTE:
◆ If the point number is the same, only the newer recorded data could be viewed.
◆ The data inputted beforehand could be viewed here.
100
21.6 Select job
【Procedure of job select 】
Meas
PC
0.0
ppm
SD
VA 302.5432gon
HA 0.0000gon
P3
EDM OCC OFST R E C
REC
JOB1
1.View
2.JOB select
P2
1. Press F3: [REC] on P3 in measure mode to enter
into record mode. The active JOB will display.
2. Press Func key to turn to page 2，Select 2.JOB
select to set job, see “22.1 Select a JOB” to operate.
JOB selection
: JOB2
S.F. =1.000000
Coord search JOB
:JOB3
LIST
S.F.
101
22.
JOB Management
22.1 Storage Media Select
For RTS100/RTS100R series, SD card slot is an standard equipment, user can record the
measured data in internal memory or SD card directly. Before your work, it is necessary
select appropriate storage media. For both memory, the file management procedures are
same.
【Procedure of storage select】
Memory
1.JOB
2.Known data
3.Code
4.Storage Media
5.USB
Storage Media Slect
[F1:Internal MSD]
F2:External SD
Meas
PC
0.0
ppm
1. Select [MEM] in the status mode to enter into
memory management.
2. Select “4. Storage Media Select” to enter storage
media setting screen.
3. Press F1:Internal MSD to set the internal card as
current storage media.
Or press F2:External SD to set the external SD card as
current storage media.
If the internal card is current storage media,
display on screen right.
will
SD
VA 302.5432gon
II
HA 0.0000gon
P3
EDM OCC OFST r e c
Meas
PC
0.0
ppm
If the external SD card is current storage media,
will display on screen right.
SD
VA 302.5432gon
II
HA 0.0000gon
P3
EDM OCC OFST R E C
NOTE
1. If the SD card is first using on the total station, when select it as storage media,
“Initialing” will take about 30s.
102
2. If there is no SD card in the card slot, if you select F2:External SD, 
will display.
3.At power on mode, if you insert or pull out the SD card,  or  will display, but these operations are not recommended.
4. All the menu for internal memory or external SD card are same.
22.2 Select a JOB
The active JOB or coordinate search JOB could be selected. The data (known data,
measured data, occupied data, coordinates, note, etc) are recorded in the active JOB, and
user is able to search and read coordinate in the coordinate search JOB when coordinate
measuring, resection or stake out.
NOTE:
◆ There are 20 JOBs in total, the factory default setting is “JOB1”.
◆ The default names are “JOB1”,”JOB2”…”JOB20”, you can rename them if
necessary.
◆ Scale factor could be set for every JOB, but only the one of the active JOB could be
modified.
Here is the equation used to calculate the data:
HD2=HD1×S.F.
Where, HD2: corrected horizontal distance
HD1: measured horizontal distance
S.F. : scale factor
【Procedure of JOB selection and scale factor setting 】
Memory
1.JOB
2.Known data
3.Code
4.Storage Media Select
5.USB
JOB
1.JOB select
2.JOB rename
3.JOB delete
4.Download
5.Com setting
JOB selection
: JOB2
S.F. =1.000000
Coord search JOB
:JOB3
LIST
P1
1. Press F3: [MEM] in the status mode to enter into
memory management.
2. Select “1. JOB” to enter JOB management.
3. Select “1. JOB select” to set an active JOB and a
coordinate search JOB.
4. Press F1: [LIST] to display all JOBs on three pages.
Press F4: [S.F.] to modify the scale factor.
S.F.
103
JOB selection
JOBA
JOB1
JOB-MY
MYJOB
JOB-B
15
56
20
50
45
P1
6. Input the scale factor if necessary. The range:
0.5000000 ~ 2.000000, and the factory setting is
1.000000.
JOB-MY
S.F.=0.999998
JOB selection
:JOB-MY
S.F.=0.999998
Coord search JOB
:CORD1
LIST
5. Select an active JOB. The numbers to the right
represent the number of data items in each JOB. Press
key {ENT} to save the setting.
7. Select a coord search JOB following above steps 4
and 5.
S.F.
22.3 Rename a JOB
Memory
1.JOB
2.Known data
3.Code
4.Storage Media Select
5.USB
JOB
1.JOB select
2.JOB rename
3.JOB delete
4.Download
5.Com setting
JOB rename
JOB-Paul0100
P1
1. Press F3: [MEM] in the status mode to enter into
memory management.
2. Select “1. JOB” to enter JOB management.
3. Select “2. JOB rename” to rename the active JOB.
4. Input a new name and press key {ENT} to
save the setting. The maximum length of a JOB
name is 12 characters.
104
22.4 Delete a JOB
It is possible to delete an existed JOB. Once the JOB has been deleted with the recorded
data cleared, the JOB name returns to the default one.
【Procedure of JOB deletion】
Memory
1.JOB
2.Known data
3.Code
4.Storage Media Select
5.USB
JOB
1.JOB select
2.JOB rename
3.JOB delete
4.Download
5.Com setting
JOB deletion
JOBA
JOB1
JOB-Paul01
MYJOB
JOB-B
P1
P1
15
56
20
50
45
1. Press F3: [MEM] in the status mode to enter into
memory management.
2. Select “1. JOB” to enter JOB management.
3. Select “3. JOB delete” .
4. 20 JOBs display on three pages. The numbers to the
right represent the points quantity recorded in each
JOB. Select the useless JOB that you wanna deleteand
press key {ENT}.
5. Press F3: [NO] to give up or press F4: [YES] to
delete the JOB.
JOBA
Confirm to delete?
0N O0 Y E S
105
22.5 Output JOB Data
Measured data, occupied data, known point data, note and coordinates data existed in all
JOBs could be outputted to PC via serial port.
NOTE:
◆ The software FOIF exchange is available in your CD-ROM
◆ Be sure the communication port setting of instrument and PC is the same, see “§3.8.3
Communication Port Setting”, you can select MEM/1.JOB/5.Com setting to set the
communication parameters also.
【Procedure of download】
Memory
1.JOB
2.Known data
3.Code
4.Storage Media Select
5.USB
1. Select [MEM] in the status mode to enter into
memory management.
2. Select “1. JOB” to enter JOB management.
3. Connect your instrument and computer via
communication cable (standard component).
JOB
1.JOB select
2.JOB rename
3.JOB delete
4.Download
5.Com setting
P1
4. Select “4. Download” to enter into com output
mode and all JOBs display.
5. Select the JOB to be output.
Com output
JOBA
JOB1
JOB-Paul01
MYJOB000000
JOB-B
15
56
20
50
45
6. Press key {ENT} to start to send out via RS-232C
port, it will back to JOB list mode after finishing.
Com output
Searching
Sending
P1
More details see the Help file of FOIF Exchange, see
chapter “2.1 Data transfer via RS-232C port”.
106
22.6 File Copy
It is possible to copy the job from current internal memory to SD card, or copy known
data from SD card to internal memory.
【Procedure of JOB copy】
Memory
1.JOB
2.Known data
3.Code
4.Storage Media Select
5.USB
JOB
1.File Copy
JOB Copy
JOBA
JOBCDD
JOB-Paul01
MYJOB
JOB-B
P2
15
56
20
50
45
P1
1. Select MEM/1.JOB/6.File Copy.
2. Press Func key to turn to page 2，Select “1. File
Copy”, the job list for current memory will display.
3. 20 JOBs display on three pages, select one job you
want to copy. And press [ENT] key to confirm.
4. Press F3: [NO] to give up or press F4: [YES] to
copy.
JOBCDD
Confirm to Copy?
0N O0 Y E S
5. For more information, please read the Help file of
FOIF Exhange on chapter “2.3 Data transfer via SD
card”.
107
22.7 Connect PC via USB port
RTS100/RTS100R series is equipped with USB port, you can connect it with PC for data
transferring. 【Procedure of USB port connecting】
Memory
1.JOB
2.Known data
3.Code
4.Storage Media Select
5.USB
1. Select [MEM] in the status mode to enter into
memory management.
U FUNCTION
Plug the USB
Exit Press ESC
2. Select “5.USB” to enter USB port connecting screen.
U FUNCTION
Stop Press ESC
Memory
1.JOB
2.Known data
3.Code
4.Storage Media Select
5.USB
3. Connect instrument and PC via USB
cable,RTS100/RTS100R series will display “U
FUNCTION
Stop Press ESC”.It means the
RTS100/RTS100R is connected with PC already.
Press [ESC] to disconnect them, and the instrument
bact to previous menu.
For more information to see the Help file of FOIF
Exchane on chapter “2.2 Data transfer via USB slave
port”.
108
23. Known Data Management
There are 6 items in known data management.
23.1 Input Known Point Coordinate by Keys
You could input or delete coordinates of known point in the active JOB by key entry or
entry from PC. The existed data you have input beforehand could be used as occupied
point, backsight point, coordinates of known point or stakeout point. The memory is
60000 points in total.
【Procedure of Inputting known points coordinate】
Memory
1.JOB
2.Known data
3.Code
4.Storage Media Select
5.USB
1. Press F3: [MEM] in the status mode to enter into
memory management.
JOB selection
DAFENG
JOBFF
WOMENSHI
FATELU
JOB6
2. Select “2.Known data” , job list will display.
Select one Job you want to operate, press [ENT] key
to confirm, known data menu will display, you can
see the active JOB on the second line..
10
3000
1256
100
P1
JOB
JOB6
1.Key input
2.Com input
3.Delete
4.View
5.Clear
Free
Pt#
45912
S1
10.500
11.544
100.000
3. Select 1.Key Input.
4. Input point number and coordinates. The active job
and free memory is displayed at the top right corner.
Press F4: [OK] to save settings and continue to input
other points. Press key {ESC} back to the known data
mode.
0OK0
109
Free
Pt#
45911
S1
10.500
11.544
Overwrite?
ADD
0NO0 Y E S
5. Once the Pt# is the same as an existed one, it will
display as shown left:
Press F3: [NO] to re-input;
Press F4: [YES] to overwrite;
Press F1: [ADD] to save, and the original one will
not be deleted.
23.2 Input Known Point Coordinate via RS-232C
【Procedure of Inputting known points coordinate】
Memory
1.JOB
2.Known data
3.Code
4.Storage Media Select
5.USB
JOB selection
DAFENG
JOBFF
WOMENSHI
FATELU
JOB6
JOB
JOB6
1.Key input
2.Com input
3.Delete
4.View
5.Clear
10
3000
1256
100
P1
1. Connect instrument and PC via RS-232C
communication cable. Press F3: [MEM] in the
status mode to enter into memory management.
2. Select “2.Known data” , job list will display.
Select one Job you want to operate, press [ENT]
key to confirm, known data menu will display, you
can see the active JOB on the second line..
3. Select “2.Com input”.
4. Run FOIF Exchange software PC, see the help
file of FOIF Exchagne to upload known data to
Com input
current JOB, the chapter is “2.1.2 Upload Known
data from PC to RTS100/RTS100R internal
Receiving 0
memory”.
When data transferring, the number following
Receiving will upgrade continually, at last it will
back to known data mode after finishing.
110
23.3 Delete known point coordinate
【Procedure of known points deletion】
1. Press F3: [MEM] in the status mode to enter into
memory management.
Memory
1.JOB
2.Known data
3.Code
4.Storage Media Select
5.USB
JOB selection
DAFENG
JOBFF
WOMENSHI
FATELU
JOB6
10
3000
1256
100
P1
3. Select “3.Delete” and all known points in current
JOB will display.
JOB
JOB6
1.Key input
2.Com input
3.Delete
4.View
5.Clear
Pt#
Pt#
Pt#
Pt#
Pt#
↑↓.P
Pt#
S1
S1
T O P LAST SRCH
S1
NEXT PREV
2. Select “2.Known data” , job list will display.
Select one Job you want to operate, press [ENT] key
to confirm, known data menu will display, you can see
the active JOB on the second line..
0.000
0.000
010.919
DEL
4. Select a point you want to delete, the point
coordinate will display.
5. Press F1: [NEXT] to display the next point data;
Press F2: [PREV] to display the previous point data;
Press F4: [DEL] to delete it and continue to delete
other points;
Press key {ESC} back to known data management
mode.
112
23.4 View known points data
【Procedure of known points view】
Memory
1.JOB
2.Known data
3.Code
4.Storage Media Select
5.USB
JOB selection
DAFENG
JOBFF
WOMENSHI
FATELU
JOB6
10
3000
1256
100
P1
1. Press F3: [MEM] in the status mode to enter into
memory management.
2. Select “2.Known data” , job list will display.
Select one Job you want to operate, press [ENT] key
to confirm, known data menu will display, you can see
the active JOB on the second line..
3. Select “4.View” and all known points of the current
JOB will display.
JOB
JOB6
1.Key input
2.Com input
3.Delete
4.View
5.Clear
4. Select a required point.
Pt#
Pt#
Pt#
Pt#
Pt#
↑↓.P
Pt#
S1
S1
T O P LAST SRCH
S1
NEXT PREV
0.000
0.000
010.919
Here:
Press F1:[ ↑↓.P] key to change the function of ▲ and
▼ keys, if it is light, press ▲ or▼ to move cursor
between adjacent points. If it is back light, press▲ or
▼ key to move cursor to display adjacent pages.
Press F2:[TOP] key to move cursor to first point..
Press F3:[LAST] key to move cursor to last point
Press F4:[SRCH] key to enter the serial number(PT#)
to look for the point.
DEL
5. The coordinate and point number will display.
Press F1: [NEXT] to display the next point data;
Press F2: [PREV] to display the previous point data.
113
23.5 Clear all known points’ data
【Procedure of clearing all known points】
Memory
1.JOB
2.Known data
3.Code
4.Storage Media Select
5.USB
JOB selection
DAFENG
JOBFF
WOMENSHI
FATELU
JOB6
10
3000
1256
100
P1
1. Press F3: [MEM] in the status mode to enter into
memory management.
2. Select “2.Known data” , job list will display.
Select one Job you want to operate, press [ENT] key
to confirm, known data menu will display, you can see
the active JOB on the second line..
3. Select “5.Clear”.
JOB
JOB6
1.Key input
2.Com input
3.Delete
4.View
5.Clear
4. Press F3: [NO] back to known data management.
Clear
Confirm to delete?
0NO0 Y E S
Press F4: [YES] to delete all known points data of
the active JOB completely.
114
24.
Code Management
You could edit codes in this mode. All existed codes in memory could be read for all jobs,
and the selected code could be recorded together with occupied data or measured data.
24.1 Edit Code list
【Procedure of inputting a code】
Memory
1.JOB
2.Known data
3.Code
4.Storage Media Select
5.USB
Code
1.Code Edit
4.Clear list
1. Select [MEM] in the status mode to enter into
memory management.
2. Select “3.Code” to enter into code management.
3. Select “1.Code Edit”, the code will display.
4. Press ▲ or ▼ key to move the cursor, and input
or correct code.
Here:
Press F1:[ ↑↓.P] key to change the function of ▲
and ▼ keys, if it is light, press ▲ or▼ to move
cursor between adjacent codes. If it is back light,
press▲ or ▼ key to move cursor to display adjacent pages.
Press F2:[TOP] key to move cursor to first code
Press F3:[LAST] key to move cursor to last code
Press F4:[DEL] key to selected code.
001:CODE
002:CODEA
003:CODEB
004:CODEBCD
005:CODEBDEG
↑↓.P T O P LAST DEL
NOTE:
◆ The codes recorded in memory could be read for all JOBs.
◆
50 codes can be inputted.
115
24.2 Clear all Codes
【Procedure of clearing all codes】
Memory
1.JOB
2.Known data
3.Code
4.Storage Media Select
5.USB
1. Press F3: [MEM] in the status mode to enter into
memory management.
2. Select “3.Code” to enter into code management.
3. Select “2.Clear list”.
Code
1.Code Edit
4.Clear list
4. Press F3: [NO] back to previous mode;
Press F4: [YES] to delete all codes recorded in
memory of all JOBs completely.
Clear all codes,
Confirm to delete?
0NO0 Y E S
001:
002:
003:
004:
005:
↑↓.P T O P LAST
5.If you select “1.Code Edit”, you will find no code
inside.
DEL
116
25.
Warning and Error Messages
“Low Signal !”
Please accurately re-sight the target.
“Same coordinates”
The coordinates of the backsights are the same, please re-define or re-input.
“Out of value”
The difference value of coordinates is over range
“Out of range”
The stake out height is over range.
“Need 1st obs”
During missing line measurement, the observation of the starting position was not
completed normally. Sight the starting position accurately and press [OBS] to perform the
measurement again.
“Change 1st obs?”
During missing line measurement, the observation of the target was not completed
normally. Sight the target accurately and press [MLM] to perform the measurement again.
“Need prism obs”
During REM measuring, the observation of the target was not completed normally. Sight
the offset point accurately and press [MEAS] to perform the measurement again.
“No Free Space!”
There is no more space to enter data. Record the data again after deleting unnecessary
data from the JOB or coordinate data from memory.
“No data”
When searching for coordinate data or searching for code data, the search stopped either
because the item in question does not exist or the data volume is large.
117
26.
Check and Adjustment
26.1 The Instrument Constant
Ⅰ. Check
It is suggested to observe and compare the instrument with a testing baseline which is set
on stable ground with a particular accuracy, though error is not generally included in the
instrument constant. If the testing line is unavailable, you can select a flat place and set up
the instrument and a target in the same height.
AB
BC
AC
1. Select a point B on the approximately horizontal line AC with about 100 meters long.
Measure the distances of lines AB , AC and BC .
2. The instrument constant can be calculated;
instrument constant =AB+BC-AC
3. Repeat steps 1 and 2 ten times, and get the average value for instrument const, if the
average value is within ±3mm, adjustment is unnecessary.
4. If the difference is over ±3mm after the preceding operations, it is necessary to reset the
instrument constant .
Ⅱ. Adjustment
If the instrument const is necessary to reset, please contact FOIF service representative to
perform that.
118
26.2 Tubular Level
Ⅰ. Check
1. Mount the instrument on a stable device (as tripod, adjusting device), and fix it.
2. Level the instrument until the plate level is parallel to a line linking leveling foot
screws A and B, then adjust the two screws to center the bubble.
3. Turn the instrument 180°/200gon, observe the moving direction of the bubble, if it is
still centered, no adjustment is necessary, if not, you have to adjust it.
Ⅱ. Adjustment
1. Mount the instrument on a stable device and fix it.
2. Level it roughly.
3. Turn the instrument and make the tubular level
be parallel to a line linking two leveling foot
screws, then adjust the two screws to center the
bubble.
4. Turn the instrument 180°/200gon, adjust the
Adj-screw with adjustment pin slightly to correct
half of the bubble’s displacement when it doesn’t
move,
5. Repeat operations 3, 4 until the bubble remains
centered in any position.
26.3 Circular Level
Ⅰ. Check
1. Mount the instrument on a stable device and fix it.
2. Level it accurately by the plate level.
3. Observe the bubble of the circular level, if it is
centered, no adjustment is necessary, if not, you have
to adjust it.
Ⅱ. Adjustment
1. Mount the instrument on a stable device and fix it.
2. Level it accurately by the plate level.
3. Adjust the three adj-screws to center the
bubble by a wrench.
NOTE: Be careful when adjusting the three screws,
and the tightening tension is identical for them.
119
Circular Level
Adjusting pin
26.4 The Optical Sight
Ⅰ. Check
1. Mount the instrument on a tripod and fix it.
2. Set a cross mark target which apart from the
instrument about 50m.
3. Take the telescope sight the cross mark.
4. Observe the optical sight collimator whether
collimating the cross mark, if collimate the mark,
adjustment is not necessary; if not, adjust it.
Ⅱ. Adjustment
1. Mount the instrument at the tripod and fix it.
2. Set a cross mark target which apart from the
instrument about 50m.
3. Take the telescope sight the cross mark.
4. Loosen two fixing screws, adjust the collimator, then fix the two screws again.
26.5 Optical Plummet (optional)
Ⅰ. Check
1. Mount the instrument at the tripod and fix it.
2. Set a cross mark under the instrument
3. Coincide the center mark of the optical plummet with the cross mark by adjusting three
leveling foot screws.
4. Turn the instrument 180°/200gon, check the center mark and cross mark, if they are
coincide, no adjustment is necessary, if not, adjust it.
Ⅱ. Adjustment
1. Set the instrument on stable device and fix it.
2. Set a cross mark under the instrument.
3. Use the three leveling screws and coincide the center mark of plummet and cross mark
on the ground.
4. Rotate the instrument 180°/200gon around and take off the cover of the optical
plummet eyepiece, adjust the four adjusting screws with the adjusting pin to shift the
center mark to the cross mark, correct only one-half of the displacement in this manner.
(5) Repeat the operation in (3) and (4) until coincide the center mark of the plummet and
cross mark on the ground.
120
NOTE: When adjust the screws of plummet reticle, firstly loosen the screw on the
moving direction of reticle, secondly tighten another screw by the same mount, clockwise
turning is for tightening, and anticlockwise turning is for loosening, the turning mount for
tightening or loosening should be same.
26.6 Laser Plummet
Ⅰ. Check
(1) Set the instrument on stable device and fix it;
(2) Set a cross mark on the ground under the instrument;
(3) Turn the three leveling screws until the instrument keeps leveling and the laser spot
coincides with the cross mark on the ground;
(4) Rotate the instrument 180°(200gon) around and check the laser spot and cross mark，
if they are coincide, adjustment is not required. Otherwise, adjust it.
Ⅱ. Adjustment
(1) Set the instrument on stable device and fix it;
(2) Set a cross mark on the ground under the instrument;
(3) Turn the three leveling screws until the instrument keeps leveling and the laser spot
coincides with the cross mark on the ground;
(4) Rotate the instrument 180°(200gon) around and take off the protecting cover of the
laser plummet, adjust the four adjusting screws with the screwdriver to move the laser
spot to the cross mark, correct only one-half of the displacement in this manner.
(5) Repeat operation 3, 4 until the instrument keeps leveling and the laser spot coincides
with the cross mark when rotating alidade of instrument to any direction.
26.7 Vertical Cross-hair on Telescope
Ⅰ. Check
(1) Set the instrument up the tripod and carefully level it.
(2) Set a point A front the instrument 50m apart;
(3) Collimate the point A and adjust the vertical tangent screw; If the point appears to
move continuously on the hair, adjustment is not required. Otherwise, adjust it.
121
Ⅱ. Adjustment
(1) Set the instrument, and set the point A front the instrument 50m apart.
(2) Take off cover of telescope eyepiece, there are 4 screws for the reticle part.
(3) Loosen all four fixing screws slightly with the cross screw-driver.
(4) Revolve the eyepiece section so that the vertical cross-hair coincides to point A,
finally, re-tighten the four screws.
(5) Repeat the checking and adjusting until there is no deviation.
NOTE: After the adjustment of cross-hair, please check the collimation error and vertical
index error, see “§27.11 EDM Optical Axis and the Telescope Sighting Axis Error”.
26.8 Horizontal Collimation Error C
If the telescope’s sight line isn’t perpendicular to the horizontal axis, the collimation error
will appear. The assembling, transportation and operation will cause this error.
Ⅰ. Check
(1) Set-up the instrument on tripod or adjustment platform and leveling accurately.
(2) Aim at the cross-hairs of collimator or the obvious target at a distance. Gets the face
left angle reading H1 and the face right angle reading Hr.
(3) Calculating the horizontal collimation error C according to C=（Hl- Hr±180°）/2, if
C<8″, no adjustment will be necessary. If C>8″, proceed with the following adjustment.
Ⅱ. Adjustment
(1) Power on the instrument after leveling-up, and rotate telescope to initial.
(2) Aim at the cross-hairs of collimator or the obvious target at a distance. Gets
the face left angle reading H1 and the face right angle reading Hr.
(3) Rotate the instrument in face right position, turning horizontal tangent screw until
Hr′=Hr+C.
(4) Loosen the shield of telescope’s reticle. Adjusting two screws at left and at right until
the vertical hairs of telescope’s reticle coincides with the cross-hairs of collimator or
target.
(5) Repeat the check and adjustment procedure until the error is accepted.
122
NOTE:
1. When adjusting the screws of reticle, firstly loosen the screw on the moving direction
of reticle, secondly tighten another screw by the same mount, clockwise turning is for
tightening, and anticlockwise turning is for loosening, the turning mount for tightening or
loosening should be same.
2. After the reticle adjustment, it is necessary to adjust the vertical index error by program,
see “§23.10 Vertical Index Error”.
26.9 Tilt Sensor
If the tilt angle shown on the display shifts from tilt angle 0°(zero point), the instrument is
not correctly leveled. This will adversely affect angle measurement. Perform the
following procedures to cancel the tilt zero point error.
Ⅰ. Check
Set-up the instrument on tripod or adjustment platform, and level it accurately.
Config
1.Meas condition
2.Inst. config
3.Inst. adjust
4.Com setting
5.Unit
Inst. adjust
1.Tilt correct
2.Collimation corre
-0.0020gon
HA
127.1202gon
Take F1
0OK0
P1
1. Press F4: [0SET] twice to set HA to 0°on P1 in
measure mode.
Press ESC then press F4: [CNFG] to enter into
config mode.
2. Select “3.Inst adjust” to set instrument basic
parameters, two items display.
3. Select “1. Tilt correct”.
4. Wait a few seconds for this display to stabilize, then
read the automatically compensated angles X1 and
Y1.
123
5. Rotate the instrument 180°/200gon. Loosen the
horizontal clamp and turn the instrument
-0.0008gon
180°/200gon while referring to the displayed
HA
127.1202gon
horizontal angle, then re-tighten the clamp. Wait a
Take F2
0OK0
few seconds for the display to stabilize, then read the
automatically compensated angles X2 and Y2.
Calculate the following offset values (tilt zero point error):
Xoffset= (X1+X2)/2
Yoffset= (Y1+Y2)/2
When the offset value falls within the range ±20″, adjustment is not necessary. If one of
the offset values (Xoffset, Yoffset) exceeds ±20″, adjust the value as follows.
Ⅱ. Adjustment
-0.0008gon
HA
127.1202gon
Take F2
0OK0
X Old
0.0020gon
X New
0.0006gon
Set ?
YES
6. Press F3: [OK] to set the horizontal angle to 0°,
“Take F2” is displayed.
7. Rotate the top of instrument 180°/200gon. Wait a
few seconds for the display to stabilize, then press F3:
[OK].
8. If both correction constant are in the range, press F3:
[YES] to renew the correction angle, or press F4: [NO]
to give up this adjustment,
NO0
26.10 Vertical Index Error
The deviation between vertical circle zero position and horizontal direction is vertical
index (i), it is necessary to concern this error when measure vertical angle. The instrument
program applied a formula to correct this error.
Warning: Before starting this operation, be sure to read this manual carefully, otherwise it
may cause data faulty.
Because of the close relationship between vertical index and compensator zero position, it
is necessary to check and adjust compensator zero position before adjusting vertical circle,
the value should be stable when reading.
124
Ⅰ. Check:
Please adjust the reticle of telescope and correct the collimation error before this
operation.
(1) Mount the instrument at the tripod or a stable device and level it accurately, then turn
on the instrument.
(2) Aim at the cross-hairs of collimator or the obvious target at a distance, VA should be
about ±10°. Read the face left angle Vl and face right angle Vr.
(3) Calculate the index error according to the formula below:
i = ( Vl+Vr-360°)/2
(4)If I<10〞 , no adjustment is necessary , or you have to adjust it .
Ⅱ. Adjustment by program:
Set-up the instrument on tripod or adjustment platform, and level it accurately.
Config
1.Meas condition
2.Inst. config
3.Inst. adjust
4.Com setting
5.Unit
P1
2. Select “3.Inst adjust” to set instrument basic
parameters. Two items display.
Inst. adjust
1.Tilt correct
2.Collimation corre
VA
HA
Take F1
VA
HA
Take F2
95.8860gon
115.4506gon
1. press F4: [CNFG] to enter into config mode.
3. Select “2.Index error correct”.
4. Sight a reference point in face I and press F3: [OK].
0OK0
295.8860gon
115.4506gon
II
5. Sight the reference point in face II. Rotate the
instrument 180°/200gon and sight the same point,
then press F3: [OK].
0OK0
125
Index Error
Old
0.0048gon
New
0.0012gon
Set ?
Y E S NO0
6. Press F3: [YES] to set the correction, and press F4:
[NO] to give up.
26.11 EDM Optical Axis and the Telescope Sighting Axis Error
It is necessary to check this error after the adjustment of telescope reticle error.
Ⅰ. Check (For RTS100 series)
(1)Install the instrument at the tripod or a stable device and level it accurately, then turn
on the instrument’s power on.
(2) Set a prism about 2m far away from the instrument.
(3) Aim at the prism center with telescope reticle
(4) Enter EDM signal testing screen, see “§4.7 Setting Mode”.
(5) Observe through eyepiece, turn the focusing knob until the read mark is clear, if the
deviation between mark and cross-hair is not over 1/5 of red mark diameter, adjustment is
unnecessary.
Ⅱ. Check (For RTS100R series)
(1) Install the instrument at the tripod or a stable device and level it accurately, then
power on the instrument.
(2) Set a reflective sheet about 5m-20m far away from the instrument.
(3) Aim at the sheet cross-mark with telescope reticle.
126
(4) Enter EDM signal testing screen, see “§4.7 Setting Mode”.
(5) Observe the laser spot, if the laser spot coincides with the cross-mark of reflective
sheet, adjustment is unnecessary.
NOTE:
1. Laser radiation—Avoid direct eye exposure.
2. If the instrument needs adjustment, please contact your local dealer.
127
27. Technical Data
RTS100
Telescope
Length
156mm
Image
Erect
Magnification
30×
Objective lens
Φ45mm
Field of view
1°30′
Minimum focus
1.0m
Reticle illumination
Yes
Angle measurement
Reading system
Absolute encoder
Angle unit
degree/gon/mil, selectable
Minimum reading
Detecting mode
1″/5″/10″, selectable
Both circles adopt diametrical detection
Accuracy
TS652
2″
TS655
5″
Distance measurement
Measuring range (Good condition*)
Single prism
1 to 3000m
Mini-reading
Fine mode
1mm(0.01ft)
Tracking mode
10mm(0.1ft)
Accuracy
Prism mode
Measuring time
±(1.5mm+2ppm×D)
Fine/Rapid/Tracking 1.5s/0.9s/0.5s
Initial:2.5s
Distance Unit
m/ft selectable
Temperature unit
℃/℉, selectable
Pressure unit
hPa/mmHg/inchHg, selectable
Temperature input range
-40℃ to +60℃ (1℃ steps)
Pressure input range
500hPa to 1500hPa(1hPa steps)
Prism constant condition
-99.9mm to +99.9mm
Refraction and earth curvature correction
128
OFF/0.14/0.2, selectable
-99.9mm to +99.9mm
Reflecting prism constant correction
Level sensitivity
Plate level
30″/2mm
Circular level
8′/2mm
Compensation
Method
Dual axis
System
Liquid type
Working range
±3′
Optical plummet (Factory optional)
Image
Erect
Magnification
3×
Focusing range
0.5ｍ～∝
Field of view
4°
Laser plummet*
Accuracy
±1mm/1.5m
Laser class
Class 2(IEC60825-1)
Laser wave length
635nm
Display
Display unit
LCD (6lines×20 characters (96 x160 dots))
Memory
Internal memory
External SD card
128M
standard
Data communication
I/O
Power
Battery
Voltage
Continuous operation time
USB&RS-232C&SD card (Standard)/Bluetooth(Optional)
3400mAh Li-ion Rechargeable
7.4Ｖ DC
Approx. 26 hours(At +20℃, single distance
measurement every 30s)
Chargers
FDJ6-Li (100V to 240V 50/60Hz)
Charging time (at +20℃)
Approx. 4 hours
129
Others:
CPU
EDM technology
Dimension
Weight
Water proof
32-bit
Digital signal processing
175×178×340mm(W×D×H)
5.1kg
IP66(IEC60529)
Operating temperature
-20℃～＋50℃
Storage temperature
-40℃～＋70℃
*1 Good condition: no haze, visibility about 30km
*2 Laser plummet mounted on the bottom of the vertical axis
130
RTS100R series
Telescope
Length
Image
Objective aperture
Magnification
Field of view
Mini focus distance
Reticle illumination
Angle measurement
Reading system
Circle diameter
Angle unit
Minimum display
Detecting mode
Accuracy
156mm
Erect
Ф45mm
30×
1°30′
1.0ｍ
10 brightness levels
Absolute encoder for 100 series
79mm
degree/gon, selectable
1″/5″/10″, selectable
0.2mgon/1mgon/2mgon, selectable
Both circles adopt diametrical detection
RTS102R
2″
RTS105R
5″
Distance measurement
Laser wave length
650-690nm
Laser class
Reflectorless
Class 3R (IEC 60825-1)
Reflective sheet
Class 3R (IEC 60825-1)
Prism
Class 1(IEC 60825-1)
Measurement range (Overcast, no haze, visibility about 30 km; no heat shimmer)
Reflectorless *1
R3
1 to 300m
R5
1 to 500m
Single prism
1 to 3000m/Class 1
1000~7000m/Class 3R
Reflective sheet/RP60
1 to 800m
Accuracy
Prism mode
Reflective sheet/RP60
Reflectorless mode
R3
R5
Measurement time(Initial:2.5s)
2mm+2ppm(optional)
3mm+2ppm
3mm+2ppm(1-150m)/5mm+3ppm(≧150m)
3mm+2ppm(1-200m)/5mm+3ppm(≧200m)
131
Prism
Reflective sheet(RP60)
Reflectorless
Display resolution(m/inch selectable)
Temperature unit
Pressure unit
Temperature input range
Pressure input range
Prism constant condition
Refraction and earth curvature correction
Reflecting prism constant correction
typical 1.0-1.5s,
typical 1.5s
typical 1.5-5s, max. 20s
0.2mm/1mm
℃/℉, selectable
hPa/mmHg/inchHg, selectable
-40℃ to +60℃ (1℃ steps)
500hPa to 1500hPa(1hPa setps)
-99.9mm to +99.9mm
OFF/0.14/0.2, selectable
-99.9mm to +99.9mm
Level vial sensitivity
Plate level
Circular level
30″／2mm
8′／2mm
Compensation
System
Range
Setting accuracy
Dual-axis
Liquid type
±3′
1′′
Laser plummet*2
Accuracy
Laser class
Laser wave length
±1mm/1.5m
Class 2/IEC60825-1
635nm
Display
LCD
6lines×20 characters(96 x160 dots)
Memory
Internal memory
External SD card
Data communication
I/O
Power
Battery
Voltage
Continuous operation time
Chargers
128M
standard
RS-232C/USB/SD card/Bluetooth(Optional)
3400mAh Li-ion Rechargeable battery
7.4Ｖ DC
Approx. 26 hours(At +20℃, single
distance measurement every 30s)
FDJ6-Li(100V to 240V)
132
Charging time
Approx. 4 hours
Others
CPU
EDM technology
Working temperature
Dimension
Weight
Water and dust protection
32-bit
Digital signal processing
-20°～+50℃
175×178×340mm(W×D×H)
5.1kg
IP66(IEC60529)
133
*1 Technical Data for RTS100R Power series EDM Reflectorless Measurement Range
Option
R3
Kodak Gray
Range D
Range E
Range F
Card
White side,
200
250
300
100
120
150
300
400
500
150
200
250
90% reflective
Gray side, 18%
reflective
White side,
R5
90% reflective
Gray side, 18%
reflective
Atmospheric
Conditions
D: Object in strong sunlight, severe heat shimmer
E: Object in shade, sky overcast
F: Underground, night and twilight
*2 Laser plummet mounted on the bottom of the vertical axis
*3 Bluetooth
134
28.
Accessories
● Carrying case
1 pcs
● Battery
2 pcs
● Charger
1 pcs
● Adjusting pins
2 pcs
● Screwdriver
1 pcs
● Wrench
1 pcs
● Silica gel
1 pcs
● Certification
1 pcs
● Packing list
1 pcs
● Instruction manual
1 pcs
● CD-ROM
1 pcs
●Communication cable
1 pcs
● Reflective sheet/RP30
4 pcs (only for RTS100R series)
● Reflective sheet/RP60
1 pcs (only for RTS100R series)
● Laser caution sign board
1 pcs (only for RTS100R series)
135
Appendix I: Atmospheric correction formula and chart
(Just for reference)
Factory setting: temperature: 20℃, pressure:1013hPa, 0ppm
The correction:
Kpt＝274.417-0.2905*p/(1＋0.0036*t)………………..
Kpt＝278.960-0.2902*p/(1＋0.0036*t)………………...
Where:
p--Pressure value (hPa)
t--Temperature value ( ℃)
Kpt--Atmospheric correction (ppm)
Example:
t=20℃, p=1013hpa, L0=1000m.
Then:
Kpt=0ppm
Kpt=4ppm
L=L0(1+Kpt)=1000×(1+0×10-6)=1000.000m
L=L0(1+Kpt)=1000×(1+4×10-6)=1000.004m
The atmospheric value is obtained easily with the atmospheric correction chart.
Find the measured temperature in horizontal axis, and pressure in vertical axis
on the chart.
Read the value from the diagonal line, which is the required atmospheric
correction value.
For RTS100 series
129
For RTS100R series
130
Appendix Ⅱ ： Correction for refraction and earth
curvature
Considering the correction of refraction and earth curvature for distance
measurement, the formula for slope distance, horizontal distance and vertical
distance applied in the instrument are as followings:
The conversion formula for horizontal and vertical distance is as follows when
correction for refraction and earth curvature is not applied:
HD=SD COS§
VD=SD ∣SIN§∣
NOTE:
◆ The factory setting for the refraction coefficient K is 0.142.
Refer to the “§3.8.1 Measure Condition Setting” to change the value.
131
NOTE:
These designs, figures and specifications are subject to change without notice.
We shall not be held liable for damages resulting from errors in this instruction
manual.
Suzhou FOIF Co.,Ltd.
Tel：
Fax：
+86-512-65224904
+86-512-65230619
+86-512-65234905
E-mail：internationalsales@foif.com.cn
Web： http://www.foif.com
132

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