Kolida KTS-442UT Series Manual Download Page 182

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182

27. ACCESSORIES

● Case

１

●Main body

１

set

●On-board battery

１

●Charger

１

●Plummet

１

●Correction pin

２

pcs

●Fur brush

１

●Screwdriver

１

●Hexagon wrench

２

pcs

●Cloth

１

●desiccant

１

bag

●Operating manual

１

●Exequatur

１

reflector sheet

（

20×20

，

30×30,40×40,60×60

）

different size one for each

Summary of Contents for KTS-442UT Series

Page 1: ...ction 24 7 3DisplayIllumination 26 7 4Setting the Instrument Options 26 7 5Setting Instrument Constant 29 7 6Setting LCD Contrast 30 7 7SettingDate andTime 31 7 8Explanations 32 PART 2 BASIC MEASUREME...

Page 2: ...ent 61 11 4Distance MeasurementParameters Setting 63 12 OFFSETMEASUREMENT 65 12 1Single DistanceOffset Measurement 66 12 2AngleOffset Measurement 68 12 3Two DistanceOffset Measurement 71 13 MISSING LI...

Page 3: ...4SlopeSetout 120 19A SETTING OUTARC 122 PART 4 DATARECORDING 126 20 SETTING IN MEMORYMODE 127 20 1JOB Selection 127 20 1 1CurrentJOB Selection 127 20 1 2CheckMemoryStatus 128 20 1 3Createnew workingjo...

Page 4: ...21 7RecordingNotes 158 21 8ReviewingJOBData 159 PART 5 MEASUREMENT OPTIONS SELECTION 161 22 KEYFUNCTIONALLOCATION 161 22 1AllocationandRegistration 162 22 1 1Allocating functions 163 22 1 2Registerin...

Page 5: ...178 24 13RelatedParts forReflector 178 25 SPECIFICATION 179 26 ERROR DISPLAYS 181 27 ACCESSORIES 182 APPENDIXABIDIRECTIONALCOMMUNICATION 183 1 1 Outputting Commands 182 1 2 Entering Command 190 1 3 Se...

Page 6: ...space inUSD PenDrive maycontains 15 000data 3 Powerful MemoryManagement Verylarge memoryand the enhanced file management systemcan help youeasily realize thefunction of addition deletion modification...

Page 7: ...e drybefore closing thecase 8 No used for a long time seperate the batteryfrom the instrument and store them respectively The batteryshould be chargedonce amonth 9 Cleanexposed optical parts with degr...

Page 8: ...lated course and authenticated are allowed to install adjust and operatethis kind oflaser instrument b Relevant laser warningsymbols should be easilyidentified within theoperating range c Prevent anyp...

Page 9: ...9 3 NOMENCLATURE Collimator ObjectiveLens PlateLevel Screen USBPort AdjustmentScrew forCircularLevel...

Page 10: ...10 Eyepiece BatteryLock TelescopeGrip Battery VerticalTangentScrew TriggerKey HorizontalTangentScrew Tribrach CircularLevel LevellingScrew...

Page 11: ...functions byusing F1 to F4 keys press FNC keyto view other functionsin anotherpage For example the followingshows the initial settingof thesoftkeys displayed in MEAS mode Page1 Name Function HD SDorVD...

Page 12: ...arin IME InputMethod Editor Movecursor selectoptionsup viewthepreviousdataindatalist Movecursor selectoptionsdown viewthenextdataindatalist Movecursortotheleft Selectanotheroptions viewthepreviouspage...

Page 13: ...r PrismMode Choose fromsingle 3 times Rept Tracking Choose fromPrism Non Prism Sheet Note 1 When you press SP to enter the above menu laser plummet will be ON Press ESC to quit laser Plummet will beOF...

Page 14: ...follows Eg CharacterentryJOBM2 Procedure Operation Display Enter Alpha numeric input mode each key stands for three alphabets andonenumber Pressthekey thefirst alphabetwill beshown onthecursorpositio...

Page 15: ...S Slopedistance H Horizontaldistance V Heightdifference HAR Horizontalangleright HAL Horizontalangleleft HAh Horizontalanglehold TiltanglecompensationON 7 MODE CONFIGURATION KTS 442UT operates in a se...

Page 16: ...42m 3 ZA 92 36 25 HAR 120 30 10 P1 SD SHV HSET EDM P 1 2021 01 25 10 00 48 Model KTS 442UT No S129260 Version 20201210 Job A JOB01 JOB Meas Mem CNFG 1 Stationdata JOB01 2 Backsightdata 3 Angledata 4 D...

Page 17: ...t MLM MLM measurement RCL Displayfinalmeasurementdata VIEW Displayobservationdatafortheselected JOB EDM Setting EDM atmospheric correction and target distance measurement mode setting COORD Coordinate...

Page 18: ...inatedata Note Notedatarecording View Reviewjobdata 3 MemoryMode Name Function JOB JOBselectionand management Knowndata Known datainputandmanagement Code Codeinputand management Defineroads Designofro...

Page 19: ...ls and theheadis approximatelylevel Set the tripod so thecenter of thehead is directlyover the surveying point Step onthe tripod shoesto makesure the tripodis firmlyfixed onthe ground 2 Installing the...

Page 20: ...height ensure equal length of three legs spread and make tripod head parallel to the ground andplace it right above the measurement station point Propuptripodon the ground and fixone leg 2 Install in...

Page 21: ...MATION RECHARGING BatteryRemovalCaution Before taking the battery off make sure that the power is turned off Otherwise the instrument can be damage PROCEDURE Inserting the battery 1 Put thebatteryon t...

Page 22: ...tedly recharged 300 500 times Complete discharge of the battery may shorten its service life In order toget themaximum service life besureto rechargeit oncea month 4 REFLECTOR PRISMS During distance m...

Page 23: ...ttheTelescope to the skyand rotate theeyepiece tube to make the reticleclear Collimate the target point with top of the triangle mark on the collimator Keep a certain distance betweeneye and thecollim...

Page 24: ...the symbol shownon the left is displayed every 3 seconds When it appears stop all work as quickly as possible shut off the power and charge the battery 7 2VerticalAngleTilt Correction When the tilt se...

Page 25: ...setup 5 Unit Select 1 Obs Condition andpress ENT orpressnumerickey1 Use or keyto align thecursorto thefourthline Tiltcrn use or tosetthetiltcorrection method Then press ENT to finish set Therearethree...

Page 26: ...outof rang disappears Tiltsensor 2 axis X outof range Y outof range OFF X ON XYON GRAPH When theelectronicbubbleiscentered thesystem goesbacktopreviousscreen Note For tilt correction refer to 7 8Expla...

Page 27: ...aldistance Sdist Heightdifference Vdist AutoPowerOff Auto poweroffafter30 min Switch ON OFFbykey Coordinatesformat N E Z E N Z Minimumangledisplay 0 1 1 5 10 Minimumdistance 0 1mm 1 mm KeyBeep On Off...

Page 28: ...ty ODD EVEN Stopbit 1bit 2bits Checksum No Yes Transfer USB COM Table3 Screen Setting Parameter Options FactorySetting Unit Temperature AirPressure hPa mmHg inchHg Angle DEG GON MIL Distance M meters...

Page 29: ...ey 2 is also ok to enter instrumentconstantsettingscreen ThefirstrowisAdditiveconstant ThesecondrowisMultiplicationconstant 2 Instrument constant ENT Instr const Constant 30 mm Mulcons 0 ppm Enter the...

Page 30: ...2 Instrument constant ENT Instr const 1 V0 AXISCONST 2 V0Adjustment 3 Collimation 4 HorizontalAxis 5 Instr Const 6 ContrastAdj Select 3 Contrast ADJ press ENT Press numeric key 3 is also ok to enter...

Page 31: ...Keyfunction Select 3 Date time press ENT Press numeric key 3 is also ok use or to select data and time options enter the date and time by using the numerical keys The year month day hour minute and s...

Page 32: ...moved byrefocusing thereticle Power saving automatic cut off Tosave power power to the KTS 442UTis automaticallycut off if it is not operated for 30 minutes It is possible to turn the automatic power...

Page 33: ...HorizontalAngleBetweenTwoPoints HorizontalAngle0 8 2Setting theHorizontalAngleto aRequired value HorizontalAngleHold 8 3HorizontalAngleDisplaySelection Right Left 8 4HorizontalAngleRepetition 8 5Slope...

Page 34: ...0SET again the horizontal angle of the collimationdirectionis0 00 00 0SET Meas PC 30 PPM 0 5 ZA 92 36 25 HAR 0 00 00 P2 OSET CRD S O REC 8 1 1ExampleMeasuring theHorizontalAngle betweenTwo Points 1 2...

Page 35: ...of degree minute second When you correctentered data BS erases theletter numeral to the left to thecursor ESC Erase theentered data Stop theentry ESC OperatingProcedure Operation Display After sightin...

Page 36: ...y HOLD Meas PC 30 PPM 0 3 ZA 89 59 54 HAR 90 01 00 P1 SDIST SHV HOLD EDM Use the horizontal clamp and tangent screw to display the required direction value Press HOLD the key start flashing press HOLD...

Page 37: ...59 54 HAR 117 31 50 P1 SD SHV R L EDM Press R L horizontalangledisplayswitches from HAR to HAL HAL 360 HAR R L Meas PC 30 PPM 0 3 ZA 89 59 54 HAL 142 28 10 P1 SD SHV R L EDM 8 4 HorizontalAngleRepeti...

Page 38: ...Rightscreenisdisplayed Press CE to cancelthemeasurementresultand measureagain Sighting foresight point OK Repetition Hah 40 00 00 Reps 1 Ave 40 00 00 HAh 40 00 00 TakeBS CE OK Sightingbacksightpoint...

Page 39: ...mode displaythescreeninwhich ZA isregistered Allocate the function keyto display ZA Meas PC 30 PPM 0 3 VA 89 59 54 HAR 17 31 50 P1 SD SHV HSET ZA Press ZA theverticalangle ZA is displayed asagradient...

Page 40: ...etc the EDM may measure to theobstruction When measuring longer distance any divergence of the red laser beam from the line of sight might lead to less accurate measurements This is because the laser...

Page 41: ...ancemeasurement mode The following are the measuring time and the smallest distance displayed for each measurement method when a reflective prismis used Fine Measurement Accuracy 2 2PPM D mm D is the...

Page 42: ...length 1 Pressure entryrange 560 1066hPa step length1hPa or 420 799 5mmHg step length 1mmHg or16 5 31 4inchHg step length0 1inchHg AtmosphericcorrectionPPM entryrange 999 999PPM step length1PPM Prismc...

Page 43: ...l charged 3 Thehorizontal and vertical circleindexing iscompleted 4 Theparameters are set inconformitywith measurement conditions 5 Theatmosphericcorrection factor hasbeen set theprismconstant correct...

Page 44: ...SHV HSET EDM The distance and angle which are most recently measured remain stored in the memory until the power is turned off It is possible to display the measured values converted into the horizon...

Page 45: ...L 2 N 1234 856 E 3445 988 Z 1223 778 SHV Eachtime SHV ispressed S slope distance H horizontaldistance V height difference aredisplayed alternately SHV RCL 1 H 0 089 m ZA 34 45 09 HAR 126 31 23 SHV Pre...

Page 46: ...factor distancemeasurementmethod arerepresentedby aflashingdisplay Select 1 Distdata ENT Dist Dist PC 30 PPM 0 Fine s STOP Whendistancemeasurementiscompleted a shortbeep sounds andthemeasured distance...

Page 47: ...retwo modesof coordinate measurement 1 FromMENU program it savesonlycoordinatedata 2 FromREC program it cansave angle distance coordinate distance coordinate measurement data canbe automaticallysaved...

Page 48: ...rdinstrumentstationdata thenpressF1 SA VE Forthemethodofsetting each item see 17 4RecordingInstrument Station Data thenpressF4 OK torecordin JOB you canalso READ pointfrommemory Enterthe stationdata E...

Page 49: ...scondition PROCEDURE OperatingProcedure Operation Display PressREADinthe InstrumentStation SettingScreen the CoordinateDataPoint NumberDisplayscreen isdisplayed StnorCrd Coordinatedatasaved inthejob w...

Page 50: ...t thebacksightazimuth anglecan be calculatedand set Based on the instrument station coordinates and backsight station coordinates which have already been set Sight the backsight point bya keyoperation...

Page 51: ...chine calculates azimuth angle by station point coordinateand backsight coordinate OperationProcedure Key Display Inbacksightsettingmenu choose 2 coord 2 Coord Backsightdata 1 Angle 2 Coord 2 Afterinp...

Page 52: ...and press READ 10 3CoordinateMeasurement The coordinate values of the target can be found by measuring the distance and angle to the target based the settings of station data and azimuth angle Thecoo...

Page 53: ...rmitywith measurement conditions 5 The atmospheric correction factor and prismconstant correction distance measurement methods are set 6 The centerof the target is correctlysighted and the light inten...

Page 54: ...codeline code function keyshowupautomatically Pressthe code function key codelistpopup andthenpress to selectcode Orread inthecodebyimputingitsserial number Forexample imput1 anditsequivalent code cou...

Page 55: ...ce between the previously input data to the instrument the setting out data and the measured value can be displayed by measuring the horizontal angle distance orcoordinatesofthe sighted point Displayv...

Page 56: ...tting out measurement PROCEDURE 1 2 OperatingProcedure Operation Display Sightthereferencedirection press 0set twice inthesecondpageofMEAS Mode The horizontalangleofthesightingdirection is0 0set 0set...

Page 57: ...langleto thepointtobeset out tostopentry press ESC OK SO H 23 450m 3 H 21 502 ZA 89 45 23 HAR 150 16 54 dHA 0 00 06 REC SHV HD Press Theangletothepointtobeset outisdisplayed on thefirstline An arrow p...

Page 58: ...npress SHV select SD VD toperformthemeasurement When itiswithinarangeof 1cm both arrows aredisplayed Ifrepeatmeasurementor trackingmeasurementisperformed atthistime itispossibletodisplaythemeasurement...

Page 59: ...ing Out Measurement To find apointwherea targetcan notbedirectlyinstalled performREM setting out measurement PROCEDURE OperatingProcedure Operation Display Placeaprismdirectlybelowordirectly abovethep...

Page 60: ...SHV SO Ht m 3 S 80 123m ZA 89 45 23 HAR 150 16 54 dHA 0 00 00 REC SHV REM Press REM tobegin thesetting out after 0 7 seconds thedistancebetween the setting outdataand themeasureddistanceis displayed o...

Page 61: ...ing OutMeasurement This measurement isused to setout thepoint of acertaincoordinate awayfromthe referencepoint After inputting the coordinates for the point to be set out the required horizontal angle...

Page 62: ...mentmenu Select 4 Back sightdata andpress ENT orpressnumeric key4 directly to enterAngleSettingscreen Setthebearinganglewhilereferringto 10 2 Azimuth anglesetting Thesetting out MeasurementMenu screen...

Page 63: ...ntiscompleted CRD 0 00 00 0 006 3 0 300 ZA 89 45 20 HAR 150 16 54 REC SHV CRD Press CRD movetheprismupanddown to displaytheheightdifferencevaluetobe 0 m When itisnear0 m both thearrowsare displayed Wh...

Page 64: ...ic correction valuewillbecalculated anddisplayed inPPM Method Entertheatmosphericcorrection valuePPM nowtemperature andpressurevaluewillbecleared Pressure AtmosphericcorrectionPPM Prismconstant Entert...

Page 65: ...h to measure target point by installing the target at a location offset point a little distance from the target pointand measuring the distanceandangle fromthe surveying point to the offset point The...

Page 66: ...measurement when 3 Offset is selected fromMenu Mode Offset measurement is performed using themeasurement method usedbeforeyou started up the offset measurement 12 1Single Distance OffsetMeasurement W...

Page 67: ...FFS toenterthe OffsetMenuScreen isdisplayed OFFS Offset 1 Offset Dist 2 Offset Angle 3 Offset 2D 4 Stndata Select 1 Offset Dist thenpress ENT the OffsetObservation Screen isdisplayed Selectthefollowin...

Page 68: ...ffsetMenuScreen To returntoOffsetMeasurementMenuscreen press ESC SA VE Offset 1 Offset Dist 2 Offset Angle 3 Offset 2D 4 Stndata NOTE In step4 offsetdistanceentryrange 9999 999m Input unit 0 001 m Dir...

Page 69: ...ed during continuousmeasurement press STOP to restore the MEAS ModeScreen Theslopedistance verticalangleandhorizontalanglefromthe stationpointtooffsetpointsaredisplayed Meas PC 30 PPM 0 S 11 678 m ZA...

Page 70: ...OK CRD or DIST Offset Angle S 22 200 m ZA 76 42 05 HAR 156 34 23 REC DIST Offset Angle N 2 345 E 1 234 Z 0 569 REC CRD PressRECtorecord measurementresult See 21 4 RecordingDistanceMeasurement REC N 10...

Page 71: ...t depends on thedistance betweenoffset point2 and target pointon the line whichconsisted oftarget point offsetpoint 1and offsetpoint2 2 Measurethedistancefromthetarget point to the2nd target PROCEDURE...

Page 72: ...ress YES the 2ndTargetObservation Screen isdisplayed Iftore observeprism1 press NO YES Offset 2D Take2ndpoint ZA 89 47 23 HAR 150 16 12 OBS Sightprism2 andpress OBS tobegin measurement OBS Dist Dist P...

Page 73: ...E R HT CODE Press SA VE to savedataand returntothe OffsetMeasurementMenu screen SA VE Offset 1 Offset Dist 2 Offset Angle 3 Offset 2D 4 Stndata Offsetdistanceentryrange 9999 999 m Minimumentryunit 0 0...

Page 74: ...ode 13 1 1Measuring the distancebetween multiple targets OperatingProcedure Operation Display SightthetargetofthefirsttargetP1 then press SD inMeasMode Afterthemeasurement finished press STOP afterthe...

Page 75: ...m between startingpositionP1and targetpointP3 Itispossibleto measuretheslopedistance horizontaldistance andheightdifferencefrom startingpointto anyotherpointusingthesame procedure Re observethestartin...

Page 76: ...ting point PROCEDURE OperatingProcedure Operation Display Observethestartingposition andtarget followingthesteps1to3 in Chapter13 1 1 Measuringthedistancebetween multiple targets MLM S 46 755 H 37 345...

Page 77: ...ctly installed forexample apower cable bridge etc Theheightof the target is calculated using thefollowingformula Ht h1 h2 h2 Sin z1 Ctg z2 Scos z1 When an REM measurement is performed the initial meas...

Page 78: ...OP Whentheobservationiscompleted the distancemeasurementresultisdisplayed Meas PC 30 PPM 0 S 11 678 m ZA 59 39 54 HAR 90 01 00 P2 SD SHV HSET EDM Sightthetarget displaythescreenin which REM isregister...

Page 79: ...multiple measurements of points whose coordinate valuesare known Entry Output Ni Ei Zi coordinates ofknownpoint N0 E0 Z0 station point coordinates Hi Observedhorizontal angle Vi Observed verticalangl...

Page 80: ...a READ Recorddata REC Input Coordinate F4 OK Resection Pt 1 N 0 000 m 3 E 0 000 m Z 0 000 m READ REC OK Resection Pt 1 N 2705009 600m 3 E 585500 964 m Z 3 201 m READ REC OK When coordinateentryforthe1...

Page 81: ...ALC CALC or YES Or NO Resection N 2705018 561m 3 E 585502 155 m Z 3 254 m SightPt 2 ANG DIST Resection Pt 2 S 13 901 m ZA 94 32 45 HAR 32 56 31 Tgt H 1 500 m CALC NO YES WhendHD dZarecloseto0 itmeanst...

Page 82: ...Resection Pt 1 N 4456 343 3 E 4321 890 Z 215 557 Takethefirstpoint ANGLE DIST 15 2Add KnownPoints PROCEDURE OperatingProcedure Operation Display PressADD in the ResectionResultScreen ADD N0 56 343 E0...

Page 83: ...ible to perform a correct calculation in acasesuchasthatontheleft When they are on the edge of a single circle take the followingmeasures Move the instrument station as close as possible to the center...

Page 84: ...re anarea and errorwill occur Be sure toobserve or recall points onanenclosedarea in aclockwise oranticlockwise direction For example the areaspecified byentering orrecalling pointnumbers 1 2 3 4 5or...

Page 85: ...eatstepsfrom2 to3untilallpointshave been measured Pointsonan enclosedareaare observedinaclockwiseoranticlockwise direction Coordinatesvaluealsocanberead frommemory Forexample read in coordinatesvaluef...

Page 86: ...Press CALC to calculateanddisplaythe result CALC Points 5 0 338 m sq 0 0000ha 0 0001acre 3 64 ft sq NEXT END Press END to endcalculation andreturnto menu screen Press NEXT to re enterarea calculation...

Page 87: ...te Whennotobserving firstor secondpoints scale factor isset to 1 Definedbaseline can be used in bothsetting out line measurement and point projection Procedure Key Screendisplay 1 Underthemeasurementm...

Page 88: ...ntandend pointdataandpressF4 OK define baseline Definebaseline 1 Nb1 2705209 985m Eb1 121143 128m Zb1 90 327 m READ REC OK Difinebaseline 2 Nb2 2705201 125 m Eb2 121144 997m Zb2 89 297 m READ REC MEAS...

Page 89: ...nt definebaseline thenSelect 4point point setoutline 1Stndata 2backsightdata 3definebaseline 4point 5 line 2 Setthefollowingitems Length Distancealongthebaselinefromthefirstpointto the positionatwhich...

Page 90: ...measurementofthe requiredpoint Referto 11 Setting OutMeasurement OK Setoutline PT Np 2705201 124 Ep 121144 997 Zp 89 297 S O REC P1 Setoutline PT Dist 40 212 m Angle 310 51 36 Tg h 1 650 m S O REC P2...

Page 91: ...8m E 121143 127m Z 90 328 m HAR 13 30 07 R HT NO YES 4 Press YES toacceptthemeasurementresults Displaysthedifferencebetween themeasured pointand thebaseline Offline theoffsetvaluefromtheoccupiedpoint...

Page 92: ...The point toprojectcanbeeithermeasured or input Afterprojecting thetotal station will calculatethecoordinate of ProjectingPoint anddisplaythe distance betweenthe1st point and the ProjectingPoint 18 1...

Page 93: ...ScaleX 1 000000 ScaleY 1 000000 Grade 166 410 OK Sy 1 Sy Sx P2 4 Press OK to completedefiningbaseline and movetopointprojection measurement Referto 18 2Point Projection OK Pointprojection Coord Point...

Page 94: ...ion Offset Distancefrompointtoprojecttotheposition at which alineextendingfrompointofprojectintersectsthe baselineatrightangles Ydirection d Elev Elevationbetween thebaselineandtheprojected point Pres...

Page 95: ...ne 19 ROAD DESIGNAND SETTING OUT It is possible to performdesignated point setting out baseon the chainage andoffset whicharedetermined byroad design TheRoadDesignmenu containsthe alignment designfunc...

Page 96: ...earing angle the tangent line fromthe chainage and the function key For creating new line System provides four functions defining straight line circular curve transition curve point Select a function...

Page 97: ...inthemiddleofthe road thebearingiscalculated fromtheoriginal elements To changethisbearingangle inputa newanglemanually OK DefineHZAL Chain 1020 000 3 AZ 4 25 00 2 STR ARC TRNS PT CircularCurve Press...

Page 98: ...ine Input Screen the transition curve can be defined Transition curve consists of the minimum radius and arc length The rule of radius value along the forward direction of the curve When the curve rot...

Page 99: ...TRNS PT PT Point intersectionpoint Press PT key in the Main line input screen the point can be defined A point element consists of coordinates radius and clothoid parameter A1 and A2 Radius A1 and A2...

Page 100: ...restorethemain screen withoutsaving OK DefineHZAL Chain 1046 000 3 AZ 153 15 32 2 STR ARC TRNS PT NOTE Whenyou want to enterA1 A2fromclothoidlengthL1 L2 the following equationsare used Anychanges to t...

Page 101: ...ythe previouspoint data NEXT Pressthis keyto displaythe previouspointdata SRCH Press this key to search for data after pressing this key enter the required chainage and press ENT the data for the chai...

Page 102: ...StartPoint CH 1046 000 N 200 000 m E 100 000 m PREV NEXT SRCH P1 Editarc Radius 20 000m Arc 20 000 m PREV NEXT SRCH P1 Enternewdataandpress ENT torecord Enternew data ENT Editarc Radius 10 000m Arc 20...

Page 103: ...efineHZAL 2 EditHZAL 3 DefineVTAL 4 EditVTAL 5 HZALIMPORT Enterchainage elevation and curvelength Enterchainage elevation and curvelength DefineVTAL CH 1000 000 3 Elevation 50 000m Len 0 000m OK Press...

Page 104: ...rnewdata press ENT torecord the modified dataandgotoenternextpoint Press ESC to exitwithoutsaving EditVTAL CH 1100 000 3 Elevation 200 000 m len 10 000 m PREV NEXT SRCH P1 It is possible touse SRCH fu...

Page 105: ...000m Curvelengt 10 000 m PREV NEXT SRCH P1 19 1 5 Import theHorizontal alignment This functionrequires SD card It is to transfera horizontal alignment data fromSD card to localdisk orSD card This fun...

Page 106: ...Display 1 Select 6 VT AL Import from the secondpageof DefineRoads menu Defineroad 2 6 VTALImport 7 ReceiveHZAL 8 ReceiveVTAL 9 DeleteHZAL 10 DeleteVTAL 2 InputtheVTALfilenameorpress LIST to readin the...

Page 107: ...ransition curve Theformat for each record KEYWORD nnn nnn nnn START Chainage E N STRAIGHT Bearing distance ARC Radius arc length SPIRAL radius length PT E N Radius A1 A2 A1 A2 length Example 1 START 1...

Page 108: ...Edit VT AL 5 HZ AL Import Defineroad 2 6 VT AL Import 7 Receive HZ AL 8 Receive VT AL 9 Delete HZ AL 10Delete VT AL 2 Startreceivingsoftwarein computer when the KTS displays Ready press OK ifyou selec...

Page 109: ...0 000 300 000 2300 000 90 000 0 000 PROCEDURE OperatingProcedure Operation Display 1 Select 8 ReceiveVTAL in the define Roads screen Defineroad 2 6 VT AL Import 7 Receive HZ AL 8 Receive VT AL 9 Delet...

Page 110: ...neroad 2 6 VT AL Import 7 Receive HZ AL 8 Receive VT AL 9 Delete HZ AL 10Delete VT AL When Alignmentdelete isdisplayed pressYES thedatawillbedeleted thescreen restoretheRoadsscreen To exit press NO YE...

Page 111: ...ign For and alignment setout a horizontal alignment must have been uploaded Refer to 19 1 5 Reiceiving alignment or entered manully Refer to19 1 1Define alignment The vertical alignment is optional bu...

Page 112: ...a Roads 1 DefineRoads 2 Set OutRoads Setoutroads 1 Stndata 2 Angle 3 Coord 4 Set Out 5 EDM The Stndata screen isdisplayed Stndata CH 0 000 Offs 0 000m Inst H 0 000m READ OK A Enterthechainage offset i...

Page 113: ...00 000 Inst H 1 560m SA VE READ OK N 100 253 E 120 027 Z 21 045 PT 2 Tgt H 2 000m TOP LAST P1 Press OK to finish thesettingandreturnto the Set OutScreen OK Setoutroads 1 Stndata 2 SetHangle 3 SetBackS...

Page 114: ...Coord 4 SetOut 5 EDM 2 Settingbacksight point byusing coordinate It allows you to set backsight point by reading from memory N E Z coordinate or entering manually by keyboard chainage and offset PROC...

Page 115: ...lculatedonthebasis oftheenteredchainageandoffset Ittheverticalcurvedataofthechainageis existed in memory theelevationofthepoint willbedisplayed Ifthecurveisnotexisted the elevationdisplaywith 0 B Thec...

Page 116: ...4 SetOut 5 EDM Enterthestartstakenumber increment the horizontaldistancefromsidestakepointsto centerline OffsetL thehorizontaldistance fromleftstakepointtocenterline OffsetL the horizontaldistancefro...

Page 117: ...toconfirmthem When thecursorisinthebottomofthescreen press ENT thecoordinateofthepointtobesetoutis displayed press OK AlignmentSetout Np 8 888 m Ep 199 200 m Zp 80 000 m OK Whenthe SetOutscreen isdisp...

Page 118: ...makethedisplayed valuetobe0 thesecond line When thedifferenceofthemeasured anglevalueandtherequired valueiswithin 30 therearetwo arrowsdisplayed on screen Themeaningofarrows Movetheprismto left Movet...

Page 119: ...fset SettingScreen setoutthenextpointfrom step4 AlignmentSetout Chainage 1000 000 3 Offset 2 150 Heightdiff 0 150 Tgt h 2 000m P1 LOFS ROFS CHG CHG Note Any time press ESC key to the Chainage and Offs...

Page 120: ...Menu it is possible to perform slope setting out Press F4 SLOPE key Slope Setout will bedisplayed The left and right slopes may be entered for both cut and fill Enter the required slopes using positi...

Page 121: ...P2 LOFS ROFS CHG SLOPE Inputcut fillslope andpress ENT After inputtingslope press OK tosavethedata Inputslope OK SlopeSetout 1 N CutL 0 000 FillL 0 000 CutR 0 000 FillR 0 000 OK Choose LEFT or RIGHT u...

Page 122: ...00 17 MEAS STOP Move prism according to the indication of screen press MEAS When 2 arrows are shown in thethird and fourth lineofthe screen itmeansthesetting outpointisfound Move prism MEAS SlopeSetou...

Page 123: ...tarc in the2nd page ofMENUscreen Choose10 Setting out Arc Menu 2 6 Resection 3 7 Repetition 8 Area 9 Roads 10 Setting outarc 2 Choose 4 Defineref arc 4 Define Ref arc Setting outarc 1 Stndata 2 Backsi...

Page 124: ...4 OK tostartsetout Fortheproceduresyou can refertocoordinate setout Ifyou need to recordsetoutpoint pressF1 REC Set out 1 Np 2500454 791 Ep 484132 317 Zp 0 000 Tgt h 0 000 m REC READ OK 1 When you inp...

Page 125: ...ative Under thedesignedcoordinatesystem If the setout point is onthedirection from center of the circle tothe ArcLengthPoint Offsetvalue is positive If the setout point is onthenegative direction ofab...

Page 126: ...reen toenterMemoryStorage screen MemoryModeScreen To enter MemoryMode press MEM in RecordMode Screen To enterRecord Mode press REC in MEASModeScreen Press ESC toreturnto previousscreen Memory 1 JOB 2...

Page 127: ...ntJOB Selection Before recording data select theJOB in which it is toberecorded Thefollowingdatacanberecorded inJOB Measurement results Instrument station data Notes PROCEDURE OperatingProcedure Opera...

Page 128: ...tion 2 Coordread JOB 3 JOB Export 4 Coord import 5 commsoutput 20 1 2CheckMemoryStatusandFormat theDisk Belowoperations are tocheck memorysize free space dataformat Operation key display 1 Enter job s...

Page 129: ...forever CE Cancel theoperation for formatting FormatDisk B Formatmaydeldata Suretoformat CE OK 20 1 3Create new working job Tocreat anewworking job theJob name canbe fromA Z or 0 9 The first characte...

Page 130: ...ancreatenew job in local diskand SD card New 1 Newdirect 2 Newjob Newjob Dir OK 20 1 4ChangeJobname Job name canbeedited throughthe belowoperation Procedure Key display 1 Enter the JobSelection screen...

Page 131: ...omatically Procedure Key display 1 Enter the JobSelection screen LIST Enterdisklistandchoosea diskforcreatingnewjob LIST Enterjob list LIST OK JOBselection Job J0B2 LIST OK Disk A Disk B ATTR FORMAT O...

Page 132: ...JOB ENT Coord Read JOB Job J0B1 LIST OK Inputthefilenameto beselected Press or keyto movethecursorontothefile needstobechanged press LIST key Alljobs willbedisplayed in4pages thenumberson rightsidesh...

Page 133: ...mport 5 CommsOutput Select 3 JOBExport thenpress ENT orpressnumerickey3 3 JOB Export ENT Selectajob Job J0B1 LIST OK 3 Then inputthefilename Orpress LIST to enterJob listand choosejob Then press ENT o...

Page 134: ...1 1 JOBselection 2 Coord read JOB 3 JOB Export 4 Coord import 5 CommsOutput Select 4 Coord import thenpress ENT orpressnumerickey4 Imputthefilename Orpress LIST to enterJob listand choosejob Then pre...

Page 135: ...strument to computer PROCEDURE OperatingProcedure Operation Display Select 1 JOB in the MemoryMode Screen andpress ENT orpressnumerickey1 the JOBManagementScreen isdisplayed 1 JOB ENT Mem JOB 1 1 JOBs...

Page 136: ...jobs First edit the coordinate data byKOLIDAdata transmission software in the computer Second set thedatacommunication parameters in total stationand computer OperatingProcedure Operation Display Sele...

Page 137: ...eration Display Select 1 JOB in the MemoryMode Screen andpress ENT orpressnumerickey1 the JOBManagementScreen isdisplayed Enterpage2 1 JOB ENT Mem JOB 1 1 JOBselection 2 Coord read JOB 3 JOB Export 4...

Page 138: ...to register coordinate datain memoryin advance Thecoordinatedatawhichhas been registered can be output during setting for use as instrument station backsight station known point and setting out point...

Page 139: ...commsinput 5 commsoutput 6 clear NOTE Coordinates input range 99999999 999 to 99999999 999 m 20 2 2 KnownCoordinatedata import It is to import data txt file fromSD card toa specified file in LocalDis...

Page 140: ...ard Press OK 3 Coord export ENT Fileoutput Job LIST OK Aftertheexportofallthecoordinatedatahas been completed itreturnstothe Known PointMenuScreen Dataexportaccomplished JobExport From A Coord PTS To...

Page 141: ...ut 5 commsoutput 6 clear Note Before performing communication between KTS and other equipments make sure that their communication parameters should beequal Refer to 23 1Changing InstrumentParameters 2...

Page 142: ...ndata Clearconfirm NO YES dataclear displayreturnsto known datascreen 1 Keyin coord 2 coordimport 3 coord export 4 commsinput 5 commsoutput 6 clear 20 3InputCodes It is possible to save codesin memory...

Page 143: ...receivecode 4 Clear list Select 2 Codeimport andpress ENT orpressnumerickey2 2 Code import ENT Fileimport Job LIST OK 20 3 2Receivecode Receive the data fromcomputerand save in specified workingjob P...

Page 144: ...ar list and press ENT orpressnumeric key4 4 Clear list ENT Codedeletion Clearlist NO YES 3 YES Confirmfordeletion NO Undothepreviousoperation YES Mem Code 1 Keyin code 2 Codeimport 3 receivecode 4 Cle...

Page 145: ...ck H then choose the file data that you want to edit right click it and select the copycommand in the popupmenu 5 Enter removable disk H paste the file to removable disk by selecting the copied item i...

Page 146: ...mdistance display keyboard buzzer same ordifferent resultofcoordinate measurement bymeasuring withface left right Communication setting Baud rate databit parity stop bit check sum flowcontrol Unit Tem...

Page 147: ...alization YES Initialize Restorefactoryset Are you sure NO YES 3 Finishinitialization andreturntoprevious menu Initializepartameter Initializing Pleasewaiting 20 6Alldocuments OperatingProcedure Opera...

Page 148: ...multiplied byscale factor The raw data will not bechanged byscale factor Formula 1 Height factor ELEV R R R the average radius of the earth ELEV the average height of sea level 2 Scale factor Scale fa...

Page 149: ...7 allfile 8 grid factor 21 DATARECORDINGIN RECORD MODE RecordModeScreen ToenterRecordMode pressRECin the MEAS ModeScreen Operationsconcerningtheregardingofdatacanbeperformed in RecordMode RecordingDi...

Page 150: ...hereareatotalof4pages Enterthefollowingdataitems Instrumentstationcoordinates Pointnumber Code Instrumentheight Operator Dateandtime Weather Wind Distancemeasurementmethod Temperature Airpressure Atmo...

Page 151: ...correction factor to0 ppm 0PPM 21 2Recording backsight data It allows you to recordbacksight point databy2 ways set backsight point byangle set backsight point bycoordinate 21 2 1Setbacksight point b...

Page 152: ...nt NBS 1382 450 EBS 3455 235 ZBS 1234 344 READ OK themachinecalculatesbacksightazimuth by stationpointcoordinateandbacksightpoint coordinate screenshowsasright HARisthe backsightazimuth Set Azimuth Si...

Page 153: ...ta DisplayScreen Valueswithno aretheangle measurementvaluesdisplayed inrealtime ANGLE REC Angle ZA 76 34 17 HAR 64 22 10 Pt POINT2000 REC ANGLE AUTO Press REC torecord theanglemeasurement dataindicate...

Page 154: ...ayed beforeAUTO waspressed is restored 21 4RecordingDistanceMeasurementData It is possible to record the most recently measured distance measurement data in a JOB And it is possible to performand reco...

Page 155: ...S m ZA 45 18 23 3 HAR 87 23 09 Pt 2001 OBS OFFS AUTO Press OBS to measurethedistanceagain in RecordMode OBS REC Dist Dist PC 30 PPM 0 Fine S STOP Press ESC torestorethe RecordModeScreen ESC 1 Stndata...

Page 156: ...e MEAS ModeScreen The RecordModeScreen is displayed REC 1 Stndata A JOB01 2 backsightdata 3 angledata 4 distdata 5 Coorddata 6 dist coorddata Select 5 Coord data andpress ENT the measurementresultsare...

Page 157: ...beforeAUTO waspressed is restored Offset measurement inRecordmode OFFSET It is possible to advance through Offset Dist and Offset Angle by pressing OFFSET See 12 Offset Measurement for the procedure 2...

Page 158: ...SS20004 CODE SA VE R HT CODE 3 Press ESC to return torecord modescreen ESC 1 Stndata JOB01 2 Backsightdata 3 Angledata 4 Distdata 5 Coorddata 6 Dist coorddata measure coordinateand recorddistanceandco...

Page 159: ...t is possible to search for data within the JOB to be displayed by point number but the note data can not be searched PROCEDURE OperatingProcedure Operation Display Press REC inthesecondpageofMEAS Mod...

Page 160: ...160 Press ESC toreturntopreviousmenu ESC Pt 101 Pt 102 Pt 103 Pt 104 VIEW SRCH DEL ADD Press ESC again to restorethe Record ModeScreen ESC 7 note 8 view...

Page 161: ...user setting 1 and user setting 2 User setting keys registered could be resumed at anytime It is definite to operate the KTS 442UT efficiently because unique soft key allocations can be preset to sui...

Page 162: ...inthe instrument until theyare set again It is possible to registertwo kinds of allocations Usersetting1 andUser setting 2 NOTE When softkeyallocations are recorded and registered the previouslyrecord...

Page 163: ...EDM Distance measurement parameters setting Atmospheric correction prismconstant correction distance measurement mode 16 COORD Coordinates measurement 17 S O Setting out measurement 18 OFFSET Offset m...

Page 164: ...ENT KeyFunc 1 Define 2 Registration 3 Recall Select 1 Define andpress ENT orpress numerickey1 the Allocation Screen is displayed 1 Define ENT P1 DIST SHV DIST HSET EDM SHV P2 0SET CRD 0SET S O REC HSE...

Page 165: ...tration 1 and User Registration 2 Theregistered softkeyarrays can be called and usedas needed See 18 2RecallingAllocation PROCEDURE OperatingProcedure Operation Display In SettingModeScreen select 6 K...

Page 166: ...l Select 3 Recall andpress ENT to showthe AllocationRecallScreen 3 Recall ENT KeyFunc 1 User s1 2 User s2 3 Default Select 1 User s1 or 2 User s2 or 3 Default andpress ENT torestorekeyfunctions T This...

Page 167: ...toffafter30Minutes Switch on offbykey Coordinatesformat N E Z E N Z Minimumanglevalue 1 5 Read inJOB EntertheRead in JOB Table2 Screen Setting Parameters Options Factorysetting Communication Setup Bau...

Page 168: ...splayed CNFG Config 1 1 Obs condition 2 Instr const 3 Date time 4 Commssetup 5 Unit Select 1 Obs condition andpress ENT to show Observation ConditionSetting Screen Itispossibleto checkandchange thepar...

Page 169: ...tatthe factory ENT Baud rate 1200b s Databits 8bits Parity Notset Stopbit 1bit Checksum off Xon Xoff No Align thecursoratthefinalitemaftersetting iscompletedandpress ENT to return to the SettingModeSc...

Page 170: ...plate level with adjustingpin 2 Confirmwhetherthebubble is in thecenterbyrotating the instrument 180 If not repeatProcedure 3 Turn the instrument 90 and adjust the thirdscrew tocenter thebubble in the...

Page 171: ...screws uniformly with an adjusting pin Rotate the reticle around the collimation axis and alignthe vertical line of the reticle withpoint 3 Tighten the reticle adjusting screws uniformly Repeat the i...

Page 172: ...s keyto choose 3 collimation then press ENT key orpressnumerickey3 enter collimation erroradjustmentfunction 3 collimation ENT 1 V0 Axisconst 2 V0 Adjustment 3 Collimation 4 horizontalaxis 5 Instr Con...

Page 173: ...y in either direction about 10mm in circumference and the error message b will appear The vertical axis has been increased to more than 3 at this time and exceed the designated compensationrange Rotat...

Page 174: ...adjustment Step 1 Front ZA 0 21 49 HAR 185 47 42 OK Rotatetelescope Atthereverseposition face right sightatthesametargetprecisely press OK Faceright and sightat target OK V0Adjustment Step 2 Reverse...

Page 175: ...ss numeric key4 enter horizontalaxiserror correction menu 4 Horizontal axis ENT 1 V0 Axisconst 2 V0 Adjustment 3 Collimation 4 horizontalaxis 5 Instr Const 6 ContrastADJ Thescreen showsasrightdiagram...

Page 176: ...nesthat attachAC andBD and mark the intersectionpoint of the two linesasO 4 Adjust the four adjusting screws of the optical plummet with an adjusting pin until the center mark coincides withPointO 5 R...

Page 177: ...the important tache to inspect the accuracy So onPointBTripodor tribrachcompatible should beused That will decrease thedifference 24 10Parallel BetweenCollimation line andEmitting PhotoelectricAxis In...

Page 178: ...nd 20 meters away with the grey reflective side facing the instrument Move the telescope to face II Switch on the red laser beam by activating the laser point function Use the reticle to align the ins...

Page 179: ...ews undercircular vial to make thebubble centered refer to Chapter20 2 Checkandadjustagainuntil thebubble is in tche centerof thevial fromboth directions 25 SPECIFICATION TYPE KTS 442UT Redvisible las...

Page 180: ...herparameters KTS 442UT Angle measurement Angle measurement type Continuous absolute Diameter ofdisc 79mm Min display 1 5 choosable Accuracy 2 Detection method Horizontal Dual Vertical Dual Telescope...

Page 181: ...tting cannotbecalculated Inputcorrectdata Memoryisfull Thereisno moreroomtoenterdata Downloadthedatatocomputer anddelete itin memory Notfound Therequireddataisnotfound Confirmthatdataisexisted and sea...

Page 182: ...dy set On board battery pc Charger pc Plummet pc Correctionpin pcs Furbrush pc Screwdriver pc Hexagon wrench pcs Cloth pc desiccant bag Operatingmanual pc Exequatur pc reflector sheet 20 20 30 30 40 4...

Page 183: ...used in sending data from instrument to computer relative data format will be sent with commands meansspace 20H When Check sum in Communication parameters setting is set to ON there are 2 bytes check...

Page 184: ...CRLF a b c d a Slopedistance value b Vertical angle value c Horizontal angle value d Check sum Note If there are some errorsoccured in angle and distance measurement result Exxx will be output ina b c...

Page 185: ...1 1 5 h Vertical angledisplay 0 Zenith 0 1 Horizontal 0 2 Horizontal0 90 i Always be 0 j Tilt correction 0 None 1 Singleaxis k Always be 0 l Coordinatesformat 0 N E Z 1 E N Z m Always be 0 3 Instrumen...

Page 186: ...reandppmoutput command De De 12 245 1 500 20 1015 39 SUM CRLF a b c d e f b Dataidentification code c Instrument height d Targetheight e Temperature f Pressure g ppm 7 Coordinatesetting out data outpu...

Page 187: ...value f Horizontal angle value 9 Horizontaldistanceand angle value output command Eb Eb 0000 0 1 500 199 99 999 89 5959 359 5959 SUM CRLF a b c d e f g h g Dataidentification code h State data same as...

Page 188: ...value 12 Angleand angleof inclination datainputcommand Ee Ee 0000 0 1 500 199 89 5959 359 5959 0 0032 0 0216 SUM CRLF a b c d e f g h I a Dataidentification b State data same as Ea c Always be 0 d Ta...

Page 189: ...command Gb Gb 123 456 777 777 SUM CRLF a b c a Dataidentification code b Horizontaldistancesetting out value c Horizontaldistancemeasured value 17 Heightdifferencesetting out dataoutput command Gc Gc...

Page 190: ...shouldbebehind integer value of angle For example Angle value359 59 59 shouldbeentered as359 5959 Instrument Computer Sendingcommandsand outputtingdata After computer sending input command 1 to instru...

Page 191: ...c Dc 359 5959 SUM CRLF a b a Dataidentification code b Horizontal angle value 5 Backsightcoordinate inputcommand Dd Dd 123 456 _123 456 _999 999 SUM CRLF The format is same as inputcommand Dd 6 Instru...

Page 192: ...ction Set command format Following commands endwithCRLF 0DH 0AH orCR 0DH 1 Xa Set distance measurement mode to befine single measurement 2 Xb Set distancemeasurementmode to befine repeat measurement 3...

Page 193: ...is managedbychainage 1 1ROADALIGNMENTELEMENTS There aretwo ways to enter thealignment elements 1 DownloadfromPC 2 Manuallyinput on the KTS 442UTseries total station How to enter thealignment datais ex...

Page 194: ...kenumber 0 N 1100 000 E 1050 000 Press ENT andthen press F4 PT Enter thefollowingdata N 1300 000 E 1750 000 R 100 000 A1 80 000 A2 80 000 Enter the following data in the above way N 1750 000 E 1400 00...

Page 195: ...A 2 2 100 80 2 64m CalculationofDeflectionAngle A L 2 2 2 1 80 64 2 2 2 0 32 rad deg 0 32 180 18 20 06 1 2 Calculationof coordinate ofpoints on transitional curve 2 A N 9360 216 10 1 6 4 2 2 A E 7560...

Page 196: ...nal curve N N m m 2 1 CalculationofTangentDistance N R R D m LA LA ec LA R 1 1 2 1 cot cos 2 tan LA 111 55 47 sin 1 cos ec tan 1 cot D1 100 tan 111 55 47 2 1 7 1 sin111 55 47 1 7 1 tan111 55 47 31 891...

Page 197: ...IA 95 52 11 So CL 200 95 52 11 180 334 648 m Tangent length 2 tan IA R TL 200 tan 95 52 11 2 221 615 m Calculate coordintesofeachpoints 2 2 cos TL N N IP BC 2 2 sin TL E E IP BC 3 2 cos TL N N IP EC 3...

Page 198: ...444 068 1575 2 2 m straight lineEC EP 084 250 929 1587 1800 456 1867 2000 2 2 m Start point coordinate BP N 1100 000m E 1050 000 m straight linebetweenBPandKA1 Bearing 74 03 16 6 Distance 545 543 m Tr...

Page 199: ...s left towardthe end point Length 64 m Straight line betweenKA2 and BC Bearing 322 07 30 1 Distance 166 004m ArcbetweenBc andEC Radius 200 nosign means thatcurve turnsleft toward theend point Length 3...

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