Ruide rts-820 series User manual

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CONTENT
FORWORDS ..................................................................................... 1
PRECAUTIONS:............................................................................... 2
1. APPEARANCE AND FUNCTIONS ......................................... 3
1.1 APPEARANCE..............................................................................................................................................3
1.2 DISPLAY...........................................................................................................................................................4
1.3 KEYPAD............................................................................................................................................................4
1.4 SOFT KEYS .....................................................................................................................................................5
1.5 SYMBOLS ........................................................................................................................................................6
1.6 ILLUMINATION & SOUND....................................................................................................................7
1.7 AUTO POWER OFF....................................................................................................................................8
2. PREPARATION FOR MEASUREMENT................................ 9
2.1 UNPACKING AND STORE OF INSTRUMENT.............................................................................9
2.2 INSTRUMENT SETUP..............................................................................................................................9
2.3 BATTERY POWER REMAINING DISPLAY ................................................................................11
2.4 REFLECTOR PRISMS............................................................................................................................. 13
2.5 MOUNTING AND DISMOUNTING INSTRUMENT FROM TRIBRACH......................13
2.6 EYEPIECE ADJUSTMENT AND COLLIMATING OBJECT ..................................................13
2.7 INPUTTING MODE.................................................................................................................................14
2.7.1 Input Characters ...............................................................................................14
2.7.2 Edit Characters..................................................................................................15
2.8 METHOD TO INPUT PTID..................................................................................................................15
2.8.1 Enter an Existing Point.....................................................................................16
2.8.2 Enter a New Point.............................................................................................16
2.8.3 Search Via Wildcard “*” ....................................................................................17
2.8.4 Enter a Point from the Point List.....................................................................18
2.8.5 Enter a Point from the Stack............................................................................19
2.8.6 Press [REC/ENT] without a Point Name.......................................................20
2.8.7 Record an Instant Measurement ....................................................................20
2.9 LEVELING.................................................................................................................................................... 21
3 ROUTINE MEASUREMENTS.................................................23
3.1CAUTIONS FOR DISTANCEMEASUREMENT：...................................................................23
3.2 EDM SETTING...........................................................................................................................................23
3.3 HOT KEY....................................................................................................................................................... 24
3.3.1 Set the Height of the Target .............................................................................24
3.3.2 Set the Temperature & Pressure.....................................................................25
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3.3.3 Select Target Set.................................................................................................26
3.3.4 Enter a Field Note..............................................................................................27
3.4 START SURVEY......................................................................................................................................... 27
3.5 ANGLE MEASUREMENT.................................................................................................................... 29
3.5.1 0SET.........................................................................................................................29
3.5.2 Enter the Horizontal Angle...............................................................................30
3.5.3 Repeat Angle Measurement ............................................................................30
3.5.4 Face-1/Face 2 Measurement ..........................................................................32
3.5.5 Hold..........................................................................................................................33
3.6 QUICK CODES.................................................................................................................................33
4. KEY ................................................................................36
4.1 SET UP A STATION WITH KNOWN POINTS ...........................................................................36
4.1.1 Set up a Station with Known Coordinates......................................................36
4.1.2 Sight the Backsight by Entering the Azimuth Angle.....................................40
4.2 MULTIPLE POINT RESECTION.......................................................................................................42
4.3 QUICK STATION.......................................................................................................................................45
4.4 HEIGHT TRANSFER (DETERMINING STATION ELEVATION)..................................... 47
4.5 CHECKING AND RESETTING THE BACKSIGHT DIRECTION.......................................49
5. KEY ................................................................................50
5.1 STAKE OUT ANGLE AND DISTANCE........................................................................................... 50
5.2 COORDINATES STAKEOUT...............................................................................................................55
5.3 PARTLINE SO.............................................................................................................................................57
5.4 REFLINE STAKEOUT............................................................................................................................. 59
5.5GUIDE LIGHT.....................................................................................................................6 1
6. KEY ................................................................................63
6.1 DISTANCE OFFSETS...............................................................................................................................63
6.2 MEASURING ANGLE OFFSETS........................................................................................................ 64
6.3 TWO-PRISM POLE..................................................................................................................................66
6.4 +HA LINE .....................................................................................................................................................67
6.5 INPUT HD.................................................................................................................................................... 68
6.6 CALCULATE A CORNER POINT......................................................................................................69
6.7 COLUMN....................................................................................................................................................... 70
6.8EXTEND THE SLOPE DISTANCE....................................................................................................71
7. KEY.................................................................................73
7.1 2 POINT REFLINE...................................................................................................................................73
7.2 REFERENCE ARC ....................................................................................................................................74
7.3REMOTE DISTANCE MEASUREMENT.......................................................................................76
7.3.1 MimRadial..........................................................................................................77
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7.3.2 Mim Cont............................................................................................................79
7.4 REMOTE ELEVATION MEASUREMENT (REM)....................................................................80
7.5 2-PT REFERENCE PLANE (V-PLANE) ........................................................................................82
7.6 3-PT REFERENCE PLANE (S-PLANE).........................................................................................83
7.7 ROADS............................................................................................................................................................85
7.7.1 Define HZ Alignment ........................................................................................85
7.7.2 Edit Horizontal Alignment Data.......................................................................90
7.7.3 Receive HZ AL....................................................................................................91
7.7.4 Delete Horizontal Alignment Data...................................................................92
7.7.5 Define Vertical Alignment................................................................................93
7.7.6 Edit Vertical Alignment Data............................................................................94
7.7.7 Delete Vertical Alignment Data........................................................................94
7.7.8 Stn Setup.............................................................................................................95
7.7.9 Stake out Roads..................................................................................................96
7.7.10 Slope Stake-out ............................................................................................. 100
8. KEY .............................................................................103
9. KEY .............................................................................105
10. / KEY .............................................................106
11. MENU KEY............................................................................108
11.1 JOB..............................................................................................................................................................108
11.1.1 Open a Job..................................................................................................... 108
11.1.2 Create a New Job.......................................................................................... 109
11.1.3 Delete Jobs .....................................................................................................110
11.1.4 Set the Control Job........................................................................................110
11.1.5 Display Job Information ...............................................................................111
11.2 COORDINATE GEOMETRY (COGO) CALCULATIONS...................................................111
11.2.1 Inverse Calculating ........................................................................................111
11.2.1.1 Inverse PT-PT ......................................................................................................... 111
11.2.1.2 3PT Angle..................................................................................................................114
11.2.2 Azimuth and Distance (AZ&Dist) ...............................................................115
11.2.2.1 AZ+HD........................................................................................................................115
11.2.2.2 Store.............................................................................................................................116
11.2.3 Calculate Area ................................................................................................117
11.2.4 Line and Offset..............................................................................................118
11.2.5 Input Coordinates Manually ...................................................................... 120
11.3 SETTINGS ..............................................................................................................................................120
11.4 VIEW RECORDS.................................................................................................................................122
11.4.1 View Raw Data............................................................................................. 123
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11.4.1.1 ST Records................................................................................................................ 124
11.4.1.2 SO Records................................................................................................................ 124
11.4.1.3 CO (code) Records................................................................................................124
11.4.2 Delete Raw Records..................................................................................... 125
11.4.3 Edit Raw Records......................................................................................... 126
11.4.4 Search Raw Records.................................................................................... 126
11.4.5 View Coordinates Data................................................................................ 127
11.4.6 Delet Coordinate Records............................................................................ 128
11.4.7 Edit Coordinate Data ................................................................................... 129
11.4.8 Search Coordinate Records ........................................................................ 130
11.4.9 Enter Coordinates........................................................................................ 131
11.4.10 ViewRecords By Station............................................................................ 131
11.4.11 Delete Station Records............................................................................... 132
11.4.12 Edit Station Records................................................................................... 133
11.4.13 Search Station Records.............................................................................. 134
11.4.14 Point Name List and Code List.................................................................134
11.4.14.1 Delete Points/Codes.......................................................................................... 135
11.4.14.2 Edit Points/Codes............................................................................................... 135
11.4.14.3 Add a Point Name..............................................................................................136
11.4.14.4 Add a Code..............................................................................................................136
11.5 COMMUNICATION...........................................................................................................................137
11.5.1 Download Data............................................................................................. 137
11.5.2 Upload the Coordinate Data........................................................................ 141
11.5.3 Upload a PT List or Code List ...................................................................... 144
11.6 1 SEC-KEYS....................................................................................................................................... 145
11.6.1 [Meas] Key Setting....................................................................................... 145
11.6.2 [DISP] Key Settings ...................................................................................... 146
11.6.3 [User] Key Settings....................................................................................... 146
11.6.4 [SO] Key Settings.......................................................................................... 147
11.6.5 [Data] Key Settings....................................................................................... 148
11.7 DATE AND TIME................................................................................................................................148
11.8 FORMAT .................................................................................................................................................149
11.9 INFORMATION...................................................................................................................................149
12. CHECK AND ADJUSTMENT............................................150
12.1 PLATE VIAL.......................................................................................................................................... 150
12.2 CIRCULAR VIAL..................................................................................................................................150
12.3 INCLINATION OF RETICLE ......................................................................................................... 151
12.4 PERPENDICULARITY BETWEEN LINE OF SIGHT AND HORIZONTAL AXIS (2C).................152
12.5 VERTICAL INDEX DIFFERENCE COMPENSATION....................................................... 153
12.6 ADJUSTMENTOF VERTICALINDEXDIFFERENCE (IANGLE)&SETTING VERTICALINDEXO............154
12.7 OPTICAL PLUMMET........................................................................................................................155
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12.8 INSTRUMENT CONSTANT (K)..................................................................................................156
12.9 PARALLEL BETWEEN LINE OF SIGHT AND EMITTING PHOTOELECTRIC AXIS ................. 157
12.10 TRIBRACH LEVELING SCREW............................................................................................... 158
12.11 RELATED PARTS FOR REFLECTOR....................................................................................158
13. SPECIFICATION..................................................................159
14. ERROR CODE LIST ............................................................162
15. SAFETY GUIDE ...................................................................163
15.1 INTEGRATED DISTANCE METER (VISIBLE LASER)....................................................163
15.2 LASER PLUMMET............................................................................................................................. 164
16. ACCESSORIES......................................................................165
【APPENDIX-A】DESIGN ROAD LINE DATA ..................166
1. RAW DATA...........................................................................................................................................166
2. COORDINATE DATA....................................................................................................................... 167
3. CODE LIST............................................................................................................................................167
4. HORIZONTAL LINE ........................................................................................................................168
5. VERTICAL CURVE ...........................................................................................................................169
【APPENDIX-B】CALCULATE ROAD ALIGNMENT......170
1. ROAD ALIGNMENT ELEMENTS............................................................................................. 170
2. CALCULATION ROAD ALIGNMENT ELEMENTS.......................................................... 171
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FORWORDS
Thank youverymuchforpurchasingtheRuideTotalStationRTS-820 series!
Thismanualwillgiveadetailedandcompleteinstructionaboutthisnewtype
totalstation.Pleasereaditcarefullybeforeusingthe instrument.
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PRECAUTIONS:
1.Donotcollimate theobjectivelensdirectlyto thesunlightwithoutafilter.
2. Do notstore the instrument in extremely high or low temperature, in order to
avoidthesuddenorgreatchangeoftemperature.
3. When the instrument is not in use, store it in the case and avoid shock, dust
andhumidity.
4. If there is great difference between the temperature in work site and that in
store place, you should leave the instrument in the case till it adapts to the
temperatureofenvironment.
5. If the instrument has not been used for a long time, you should remove the
batteryforseparatestorage.Thebatteryshouldbechargedonceamonth.
6. When transporting the instrument should be placed in its carrying case, it is
recommendedthatcushionedmaterialshouldbeusedaroundthecaseforsupport.
7. For less vibration and better accuracy, the instrument should be set up on a
woodentripodratherthananaluminumtripod.
8.Cleanexposedopticalpartswithdegreasedcotton orlesstissueonly!
9. Clean the instrument surface with a woolen cloth after use. If it gets wet, dryit
immediately.
10. Before opening, inspect the power, functions and indications of the
instrumentas wellasitsinitialsettingandcorrectionparameters.
11. Unless the user is a maintenance specialist, do not attempt to disassemble
theinstrumentbyyourselfevenifyoufindtheinstrumentabnormal.
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1. APPEARANCE AND FUNCTIONS
1.1APPEARANCE
1) Objectivelens 8)Opticalplummet
2) Instrumentcentermark 9)Levelingscrew
3) Eyepiece 10)Screen
4) Battery 11)Telescopefocusingwheel
5) Circular vial 12) Vertical screw
6) Temperature-Pressuresensor 13)Horizontalscrew
7) Collimator 14) SDcard&miniUSBport
1
2
3
4
5
6
7
8
9
10
11
12
13
14
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1.2 DISPLAY
BasicMeasurementMenu
●Confirm the battery power shown on the display. Replace it with another
charged battery or change itwhen battery level is low. Refer to section 2.3
“Battery Power Remaining Display”.
●The chart above is the display screen. It is possible that local software
versionsare differentfrom thebasicversion.
1.3 KEYPAD
PowerSwitchKeyON
RTS-822R5
Number：S15000
Version：09.05.19
Display 1/5
HA# 30°21′50″
VA# 273°13′45″
SD# m
PT：RUIDE
HT：1.000m
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1.4 SOFTKEYS
Key
Function
Power ON/OFF
Illumination ON/OFF
Displaysthe FunctionMenu
1.Job 2.Cogo 3.Set
4.Data 5.Comm 6.1Sec.
7.Adjust 8.Time 9.Format
10.Info
Changesthemodeofinput:alphabetic/numeric;launches
quickcodemodeinbasicmeasurementscreen.
Accepts the input or record the data; In basic measurement
screen, press it for 1 second to select the data saving mode
(CPorSS).
Returnstolastscreen;cancelsthedatainput.
Measures thedistanceaccordingtothemeasurementmode
thiskeyhasbeenset.Pressitfor1secondtoviewandchange
themeasurementmode.
Measures thedistanceaccordingtothemeasurementmode
thiskeyhasbeenset.Pressitfor1secondtoviewandchange
themeasurementmode.
Keyofshiftingthescreen;e.g.pressthiskeytoshiftthe
screen.Pressitfor1secondto launchcustomizingitems.
Displaysthe anglemeasuringmenu;setsthehorizontalangle
to zero;Continuousanglemeasuring;F1/F2anglemeasuring;
maintainsthehorizontalangle.
DisplaystheStationSetupmenu；inputs thenumber7,letterA,
B,andC.
Displays the stake-out menu,press itfor 1second todisplay
thesettingaboutstake-out;inputsnumber8,andletterD,E,F.
Displaysthe OffsetPointMeasurementmenu;inputsnumber
9，letterG,H,I.
DisplaystheProgramsmenu;inputsnumber4,letterJ,K,L.
Opensawindowwhereyoucanenteracode.Thedefault
code valueisthelastcodeentered.Inputsnumber5,andletter
M,N,O.
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DisplaysRAW,XYZ,orSTNdata,dependingonyoursetting.
Inputsnumber6,andletterP,Q,R.
Executes thefunctionthatisassignedto theUserKey.Inputs
number1,and letterS,T,U.
Executes thefunctionthatisassignedto theUserKey.Inputs
number2,and letterV,W,X.
Inputs number3,letterY,Z,andSpace.
Displaysthe (Hot)menu.Inputs –and+.
Displaysthe electricbubbleindicator;inputs*,/,=,and0.
1.5 SYMBOLS
According to different software versions, the symbols indicate specific working
status.
Key
Meaning
,
Pleaseselectvialeft/rightkey.
▲, ▼
Todisplayeachscreenviaup/downkey.
,
Indicates that several pages are selectable. Press it to turn
thepage.
F1, F2
Indicatesthatthetelescope(alidade)isonFace1orFace2.
F1 Face 1 Measurement: the raster disc is on the left of
telescopewhenmeasuring.
F2 Face 2 Measurement: the raster disc is on the right of
telescopewhenmeasuring.
SymbolsDisplayedon theScreen
HA
horizontalangle
VA
verticalangle
SD
slidedistance
AZ
azimuthangle
HD
horizontal distance
VD
verticaldistance
HL
Horizontalangle(left):360°-HA
V%
ratioofslope
N
North coordinate
E
Eastcoordinate
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Z
Elevationcoordinate
PT
point
HT
height
CD
code
PPM
atmosphericcorrectionvalue
P1
Point1
P2
Point2
HI
instrumentheight
BS
backsightpoint
ST
surveyingstation
1. A “#” behind those symbols means the automatic tilt
correct isn’t activated.
2. When a “d” displays in front of those symbols, it means it
isadifference value.
1.6 ILLUMINATION & SOUND
Press theilluminationkey( )toturn theLCDbacklightONandOFF.
Press illuminationkeyfor1 secondto open a3-switch window describedabove.
Usethe 3-switchwindowtoadjustlighting,soundsettingandcontrastofthescreen.
In the window opened as above, press [▲], [▼] (or press [1], [2], [3],[4],[5]
correspondingtotheitems)tochoosethesettingsforswitch.Whenanitemis
selected,thefunctioncorrespondingtothekeycan belaunchedON/OFFby
pressingthecorrespondingnumber.
STEP
OPERATION
DISPLAY
①Press for 1 second to open
the window of setting LCD light,
sound, contrast, laser plummet and
laserpointer.
Display 1/5
HA# 30°21′50″
VA# 273°13′42″
SD# m
PT:RUIDE
HT：1.000m
Display 1/5
HA# 30°21′50″
VA# 273°13′42″
SD# m
PT: RUIDE
HT：1.000m
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②When the current cursor is on
the item of LCD light, press [1] to
switch off the light; press again to
switchiton.
LCDbacklightON
LCDbacklightOFF
[1]
Display 1/5
HA# 30°21′50″
VA# 273°13′42″
SD# m
PT:RUIDE
HT：1.000m
③Press [2] or [▼] to move to
sound item. Press 2 to switch the
soundON/OFF.
SoundON
SoundOFF
[2]or [▼]
+
[2]
Display 1/5
HA# 30°21′50″
VA# 273°13′42″
SD# m
PT：RUIDE
HT：1.000m
④Press [3] or [▼] to move to
contrast item. Press [3]
continuously to adjust the contrast
level.
[3]or [▼]
+
[3]
Display 1/5
HA# 30°21′50″
VA# 273°13′42″
SD# m
PT：RUIDE
HT：1.000m
⑤Press [4] or [▼] to move to laser
pointer item. Press [4]toturnon or
offthelaserpointer.※1
[4]or [▼]
+
[4]
Display 1/5
HA# 30°21′50″
VA# 273°13′42″
SD# m
PT：RUIDE
HT：1.000m
⑥Press [5] or [▼] to move to laser
laser plummet item. Press [5] to
turn on or off the laser plummet.
※2
[5] or [▼]
+
[5]
Display 1/5
HA# 30°21′50″
VA# 273°13′42″
SD# m
PT：RUIDE
HT：1.000m
RTS-820LX/RX/R5Xtotalstation
are equipped with guide light for
stake out. Press [6] to turn on the
guidelight.
Display 1/5
HA# 30°21′50″
VA# 273°13′42″
SD# m
PT：RUIDE
HT：1.000m
※1,※2LaserpointerandlaserplummetareoptionalforRTS-820R3series.
1.7AUTO POWER OFF
Thesystem-defaulttimeofAutoPowerOFFis30minutes.Ifnokeyispressed
withinthistime,theinstrumentwillbeswitchedoffinordertosavethe battery.
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2. PREPARATION FOR MEASUREMENT
2.1 UNPACKINGAND STORE OF INSTRUMENT
·Unpacking
Place the case lightly with the cover upward, and unlock the case, take outthe
instrument.
·Storeofinstrument
Cover the telescope cap, place the instrument into the case with the vertical
clamp screw and circular vial upwards (Objective lens towards tribrach), and slightly
tightentheverticalclampscrewandlockthe case.
2.2 INSTRUMENT SETUP
Mount the instrument to the tripod. Level and center the instrument precisely to
ensure thebestperformance.
OperationReference:
1. LevelingandCenteringtheInstrumentbyplumbbob
1) Settingupthetripod
①First, extend the extension legs to suitable length, make the tripod head
paralleltothegroundand tightenthescrews.
②Make the center of the tripod and the occupied point approximately on the
sameplumbline.
③Steponthetripodtomakesureifitiswellstationedontheground.
2)Attachingtheinstrumentonthetripod
Place the instrument carefully on the tripod head and slide the instrument
by loosening the tripod screw. If the plumb bob is positioned right over the
centerof thepoint,slightlytighten thetripod.
3)Roughlylevelingtheinstrumentbyusing thecircularvial
①Turn the leveling screw A and B to move the bubble in the circular vial, in
which case the bubble is located on a line perpendicular to a line running
throughthe centersofthe twolevelingscrewbeingadjusted.
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②TurnthelevelingscrewCtomovethebubbletothecenterof thecircularvial.
4) Preciselylevelingbyusingtheplate vial
①Rotate the instrument horizontally by loosening the Horizontal Clamp Screw
and place the plate vial parallel to the line connecting leveling screw A and B,
and then bring the bubble to the center of the plate vial by turning the leveling
screwsAand B.
②Rotate the instrument 90º(100g) around its vertical axis and turn the
remaininglevelingscreworlevelingCtocenterthebubbleoncemore.
③Repeat the steps ①② for each 90º(100g) rotation of the instrument and
checkwhetherthebubbleiscorrectlycenteredinalldirections.
2. Centeringbyusingtheopticalplummet
1) Settripod
Lift tripod to suitable height, ensure equal length of three legs, spread and
make tripod head parallel to the ground, and place it right above the
measurementstationpoint.Propuptripodonthegroundandfixoneleg.
2)Installinstrumentandcollimatethe point
Set instrument carefully on tripod, tighten the central connecting screw and
adjust optical plummet to make the reticle distinctly. Hold the other two unfixed
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legs with both hands and adjust position of these two legs through observation
of optical plummet. As it approximately aims at the station point, makeall three
legs fixed on the ground. Adjust three leg screws of the instrument to make
opticalplummetcollimatepreciselytothestationpoint.
3)Usecircularvialtoroughlyleveltheinstrument.
Adjust length of three legs of tripod; make the circular vial bubble of the
instrumentinthemiddle.
4)Useplatevialtoleveltheinstrumentaccurately.
①Rotate the instrument horizontally by loosening the Horizontal Clamp Screw
and place the plate vial parallel to the line connecting leveling screw A and B,
and then bring the bubble to the center of the plate vial by turning the leveling
screwsAand B.
②Rotate the instrument 90℃, make it perpendicular to the connecting line of
level screws Aand B.Turn level screw Cto makethebubbleofthe plate vialin
the middle.
5) Precisely centeringandleveling
Through observation of optical plummet, slightly loosen the central
connecting screw and movethe instrumentevenly(Don’trotate theinstrument),
makingtheinstrumentpreciselycollimatingto thestationpoint.Thentightenthe
centralconnectingscrewandleveltheinstrumentpreciselyagain.
Repeat this operation till the instrument collimate precisely to the
measurementstationpoint.
2.3 BATTERY POWER REMAINING DISPLAY
Batterypowerremainingdisplayindicatesthepowercondition.
Note:
①The battery operating time will vary depending on the environmental conditions
Display 1/5
HA# 30°21′50″
VA# 273°13′42″
SD# m
PT:RUIDE
HT：1.000m
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such as ambient temperature, charging time, the number of times of charging and
discharging etc. It is recommended for safety to charge the battery beforehand or to
preparespare fullchargedbatteries.
②Thebattery power remaining display shows the power level regarding the current
measurementmode.Thedistancemeasurementmodeconsumesmorepowerthan
angle measurement mode, so the power enough for the latter is not sure applicable
for the previous one. Pay particular attention to this when switching angle
measurement mode to distance measurement mode, because insufficient battery
powermightleadtointerruptedoperation.
● Before outdoor operation, battery power status should be well checked.
③When the measurement mode is changed, the battery power would not
immediately show the decrease or increase. The battery power indicating system
showsthegeneralstatusbutnottheinstantaneouschangeofbatterypower.
BatteryRechargingCautions:
☆Battery should be recharged only with the charger SC-21 going with the
instrument.
Remove the on-board battery from instrument and connect it to battery charger.
When the indicator lamp on the battery charger is orange, the recharging process
has begun. When charging is complete (indicator lamp turns green), disconnect the
chargerfrom itspowersource.
Battery RemovalCautions
Before removing the battery from the instrument, make sure that the power is
turnedoff.Otherwise,theinstrumentmaybedamaged.
Battery Recharging Cautions
The charger has built-in circuitry for protection from overcharging. However, do
notleavethechargerpluggedintothe poweroutletafterrechargingis completed.
Be sure to recharge the battery at a temperature of 0°～±45°C,rechargingmay
beabnormalbeyondthespecifiedtemperaturerange.
Whentheindicatorlampdoesnotlight after connecting the batteryandcharger,
either thebattery or the charger may be damaged. Please connect professionals for
repairing.
Battery ChargingCautions
Rechargeablebatterycan berepeatedly recharged300to 500times.Complete
dischargeofthebatterymayshortenitsservicelife.
In order to get the maximum service life, be sure to recharge it at least once a
month.
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2.4 REFLECTOR PRISMS
When measuring distance, a reflector prism needs to be placed at the target
place. Reflector systems come with single prism and triple prisms, which can be
mounted with tribrach onto a tripod or mountedonto a prism pole.Reflector systems
canbeself-configuredbyusers accordingtothejob.
2.5 MOUNTING AND DISMOUNTING INSTRUMENT FROM
TRIBRACH
Dismounting
If necessary, the instrument (including reflector prisms with the same tribrach)
can be dismounted from tribrach. Loosen the tribrach locking screw in the locking
knob with a screwdriver. Turn the locking knob about 180°counter-clockwise to
disengageanchorjaws,andtakeofftheinstrumentfromtribrach.
Mounting
Insert three anchor jaws into holes in tribrach and line up the directing stub with
the directing slot. Turn the locking knob about 180°clockwise and tighten the locking
screwwithascrewdriver.
2.6 EYEPIECEADJUSTMENTAND COLLIMATING OBJECT
MethodofCollimatingObject （ forreference ）
①Sight the Telescope to bright place and rotate the eyepiece tube to make the
reticleclear.
②Collimate the target point with top of the triangle mark in thecoarse collimator.
Тахеометры
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[phone]

14
(Keepacertaindistancebetweeneyeandthecoarsecollimator).
③Makethetargetimageclearwith thetelescopefocusingscrew.
☆If there is parallax when your eye moves up, down or left, right, it means the
diopterof eyepiecelensorfocusisnotwelladjustedandaccuracywillbeinfluenced,
so youshouldadjusttheeyepiecetubecarefullytoeliminate theparallax.
2.7 INPUTTING MODE
Allcharacterscanbeinputinthescreen.
Press [ ]todeleteonecharacterintheleftofthecursor.
Whentheinputtingscaleiswiderthanthe screen,itcanbemovedto left
automatically.Whentheinputtingscaleisfull,itcannotbeinputanymore.
WhenanAisdisplayedon theupperrightcornerofthescreen,letterscanbe
inputvia thekeypad.While1 isdisplayed,numbers can beinput.Inany
measurementscreensorscreensthatneed tobeinputmanually,press[MODE]to
shiftbetweenalphabetmodeandnumericmode.
In letter inputting mode, 3 letters are set in one key. Every pressing can display
oneofthelettersinthecursor.
2.7.1Input Characters
STEP
OPERATION
DISPLAY
①Make sure that the current
inputting mode is alphabet mode. If
not,press[MODE].
InputSTN
ST：A
HI：1.000m
CD：RUIDE
List Stac
②Press[6] 3timestoinputR.
Press[1]3timestoinputU.
Press [9] 3 times to input I. Press
[8]onceto input D.
Press[8]twicetoinputE.
[6]
[1]
[9]
[8]
[8]
InputSTN
ST：RUIDE A
HI：1.000m
CD：RUIDE
List Stac
③Press [MODE] to shift the
inputtingmodetonumberinputting.
[MODE]
InputSTN
ST：RUIDE800 1
HI：1.000m
CD：RUIDE
List Stac
Тахеометры
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[phone]