Kolida Total Station KTS-462R10L Manual Download

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. Mode Diagram

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MEM

ESC

CNFG

ESC

MEAS

MENU

Summary of Contents for Total Station KTS-462R10L

Page 1: ...iece adjustment and objectsighting 23 7 Poweron off and preparation formeasurement 23 7 1Poweron off 23 7 2VerticalAngleTilt Correction 23 7 3Setting Instrument Options 25 7 4Setting Instrument Consta...

Page 2: ...0 3 Coordinate Measurement 48 PART 3 ADVANCED MEASUREMENT 52 11 Setting Out Measurement 52 11 1 Distance Setting Out Measurement 53 11 2 REM Setting Out Measurement 55 11 3 Coordinates Setting Out Mea...

Page 3: ...Data 100 19 1 9DeletingHorizontalAlignmentData 101 19 1 10 Deleting Vertical Curve Data 102 19 2 Road Setting out 102 19 2 1 Set Station Point 103 19 2 2 Set Backsight Point 105 19 2 3 Setting out 107...

Page 4: ...ion Data 135 21 2 Recording Backsight Data 137 21 2 1 Set Backsight Point by Angle 137 21 2 2 Set Backsight Point by Coordinate 138 21 3 Recording Angle Measurement Data 139 21 4 Recording Distance Me...

Page 5: ...between Collimation Line and Emitting Photoelectric Axis 164 24 11 Reflectorless EDM 164 24 12 Tribrach Leveling Screw 165 24 13 Related Parts for Reflector 165 25 SPECIFICATION 166 26 ERROR DISPLAYS...

Page 6: ...ryManagement Verylarge memoryand the enhanced file management systemcan help you easily realize the function of addition deletion modification and transmission of the data 4 AbsoluteEncodingDisk With...

Page 7: ...e of the carrying case and KTSaredrybefore closing thecase 8 In case of not using total station for a long time remember to recharge the battery once a month 9 Cleanexposed optical parts with degrease...

Page 8: ...persons who are trained with related course and authenticated are allowed to install adjust andoperate thiskindof laser instrument b Relevant laser warningsymbols should be easilyidentified within the...

Page 9: ...www kolidainstrument com 9 3 NOMENCLATURE Collimator ObjectiveLens PlateLevel Battery Batterylocking Screen HorizontalClamp Screw HorizontalTangentScew SDCardReader MiniUSBport BasePlate...

Page 10: ...www kolidainstrument com 10 Tribrach FixingScew CenterMark TelescopeFocusingKnob Eyepiece VerticalClamp Screw VerticalTangentScew Keyboard CommunicationPort CircularLevel LevelingScrew...

Page 11: ...ection key to view other functions in anotherpage For example the followingshows the initial settingof thesoftkeys displayed in MEAS mode Page1 Name Function DIST Start distance measurement SD VD Angl...

Page 12: ...REC 1 Enable target height inputting in staking out missing line and remote measurement 2 EnterRECORDmenu HELP Show KOLIDA web address ESC Cancelpreviousoperation and returntopreviousscreen ENT Confir...

Page 13: ...ode Alphabetentrymode IM Numeral entrymode Entryin alphabet and numeral mode isperformed as follows Eg CharacterentryJOBM2 Procedure Operation Display 1 Enter Alpha numeric input mode each key standsf...

Page 14: ...0 horizontal0 90 Slopein S Slopedistance H Horizontaldistance V Heightdifference HAR Horizontalangleright HAL Horizontalangleleft TiltCompensationisturnedON 7 MODE CONFIGURATION KTS 462R10L operates i...

Page 15: ...www kolidainstrument com 15 1 ModeDiagram MEM ESC CNFG ESC MEAS MENU...

Page 16: ...HT Settheinstrumentheightandtargetheight REC Datarecording REM REM measurement MLM MLM measurement RCL Displayfinalmeasurementdata VIEW Displayobservationdatafortheselected JOB EDM Setting EDM atmosp...

Page 17: ...a Distancemeasurementdatarecording Coorddata Coordinatesmeasurementdatarecording Dist Coord Recorddistanceand coordinatedata View Reviewjobdata MEMMode Menu Name Function JOB JOBselectionand managemen...

Page 18: ...veying tripod 1 Settingup the tripod Makesure the legs arespaces atequalintervals and theheadis approximatelylevel Set the tripod so thecenter of thehead is directlyover the surveying point Step onthe...

Page 19: ...ctions 5 Centering by using theoptical plummet 1 Set tripod 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...

Page 20: ...ting to the station point Then tighten the central connecting screwand levelthe instrument preciselyagain Repeat thisoperation till the instrument collimate preciselyto the measurement station point 3...

Page 21: ...eted Be sure to recharge the battery at a temperature of 0 45 C Recharging may be abnormal beyond the specified temperature range When the indicator lamp does not light even after connecting the batte...

Page 22: ...ockwise and tighten the locking screw with a screwdriver 6 EYEPIECEADJUSTMENTAND OBJECTSIGHTING Methodof ObjectSighting forreference SighttheTelescope to the skyand rotate theeyepiece tube to make the...

Page 23: ...415 Type KTS 460R6 L No K76400 Job A JOB JOB MEAS MENU MEM CNFG AfterSelf check HomePageshowsup PowerOFF Press andhold POWER for3 seconds 7 2VerticalAngleTilt Correction When the tilt sensor is turn o...

Page 24: ...ionsettingscreen CNFG Settings 1 2 1 Obs Condition 2 Instr Const 3 Date Time 4 Comms Setup 5 Unit 6 Key Function 4 Select 1 Obs Condition andpress ENT or pressnumerickey1 Use or keyto align the cursor...

Page 25: ...e compensated Press OFF tiltcorrection willbeoff SingleAxis OFF X ON XYON OK 3 When theelectronicbubbleiscentered Press OK thesystemgoesbacktopreviousscreen 7 3SettingtheInstrument Options In setting...

Page 26: ...Beep ON off Table2 Settings Parameters Option Factory Setting Communication Setup Baud Rate 1200 b s 2400 b s 4800 b s 9600 b s 19200 b s 38400 b s 57600 b s 115200 b s Data Bit 8 Parity None Stop Bi...

Page 27: ...eyLight OFF POINT TILT EDM OK 2 PressF3 EDM PressF3 EDM Setting Mode Fine 1 Reflect NON P PC 0 0mm PointSet 30s PPM GRID CONS SIGN 3 Press F3 CONS Press F3 CONS Instr Const Cons 0 0mm MUL C 0 0ppm OK...

Page 28: ...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 andsecond arealltwodigitnumbers Eg sep 9 2015 20150901 2 30 17p m 1...

Page 29: ...removed byrefocusing the reticle Power savingautomatic cut off To save power KTS 462R10Lwill be automaticallyturned off if it is not operated for10 20 30 minutes It is possible to turn theautomatic po...

Page 30: ...gle to0 8 2Setting theHorizontalAngleto aRequired value HorizontalAngleHold 8 3HorizontalAngleDisplaySelection Right Left 8 4HorizontalAngleRepetition 8 5Slopein When recording the measurement data re...

Page 31: ...0SET HSET 8 1 1ExampleMeasuring theHorizontalAngle betweenTwo Points 1 2 PROCEDURE OperatingProcedure Operation Display 1 Usingthehorizontalclamp and thehorizontal tangentscrew sightthebacksightpoint...

Page 32: ...from keyboard press OK theentered known valuedisplayed Input known value OK MEAS 1 3 SHV S 1 560m H 1 240m V 0 062m VA 92 36 25 HAR 30 00 00 DIST D C 0SET HSET Rules Press toset thesymbol of degree m...

Page 33: ...le set the sighting direction to the required direction value OK MEAS 2 3 SHV S 1 560m H 1 240m V 0 062m VA 92 36 25 HAR 30 00 00 R L REP HOLD ZA 8 3 HorizontalAngleDisplay Selection Right Left It is...

Page 34: ...ceallocatethe functionkeys to display REP Refer to 20 1 1 KeyFunction Allocation Backsightpoint foresightpoint PROCEDURE OperatingProcedure Operation Display 1 In MEAS mode press REP Repetition BS Sig...

Page 35: ...displayed on thefifth line Ave When continuingtherepetitionmeasurement repeat step4 and step5 Whentherepetition measurementiscompleted press ESC Sightat foresight point OK Repetition TakeFS Reps 6 HAR...

Page 36: ...r mode shouldbeavoided The measureddistances maybe wrongor inaccurate When the DIST keyis pressed theEDM measurestheobject which is intheoptics path at that moment If people cars animals swaying tree...

Page 37: ...othe selected target reflector has beeninput on total station Common Setting EDM PC 9 1SettingsforDistanceMeasurement Performthe following settingsbeforedistance measurement Atmosphericcorrection fact...

Page 38: ...tems 1 Temperature 2 Pressure 3 PPM 4 PrismConstant 5 MeasurementMode 6 ReflectorType Aftersettingthese press OK Common Setting Reflect NON P Cross 4 Plummet 1 LcdLight 4 KeyLight OFF POINT TILT EDM O...

Page 39: ...PC entryrange 99mm 99mm step length 1mm Reflector type KTS462R10L series Total Station can be set laser distance measurement and unvisible infrared distance measurement The reflector includes prism no...

Page 40: ...correction factor hasbeen set theprismconstant correction value has been set thedistance measurement mode hasbeenselected correctly 6 Thecenter of the target iscorrectlysighted thelight intensityof th...

Page 41: ...stored in the memory until the power is turned off It is possible to display the measured values converted into the horizontal distance height difference and the slope distance by pressing D C For th...

Page 42: ...00m Z 50 00m VA 273 18 15 HAR 150 18 15 D C 3 Press ESC to return toMEAS mode MEAS SHV S 120 00m H 110 00m V 50 00m VA 273 18 15 HAR 150 18 15 P1 DIST D C 0SET HSET 9 5 OutputDatatoaComputer The datao...

Page 43: ...peat fine mode is selected press STOP keyto stop theoutput DIST Fine r S 120 00m H 110 00m V 50 00m VA 273 18 15 HAR 150 18 15 P1 STOP NOTE When 2 Angledata isselectedin step2 theangledatawhich isdisp...

Page 44: ...s possible to record the set instrument station datain theJOBwhich has been selected For the JOB selection method see 18 1JOB Selection It is alsopossibleto performcoordinate measurement when MENU ont...

Page 45: ...ge 9999 999to 9999 999 m Target height input range 9999 999 to 9999 999 m Stop entryin progress ESC return to the coordinate measurement menu screen Reading in coordinate data Press READ Saving instru...

Page 46: ...Z 5121 579 Pt 100 Tgt h 2 000 m P2 Coordinate N 1234 688 E 1748 234 Z 5121 579 Pt 100 CODE Tree P1 4 PressENTFrompointlist ENT RECStn 1 4 N0 1234 688 E0 1748 234 Z0 5121 579 Stn STN1 Inst h 2 000 m RE...

Page 47: ...ay 1 Under coordinate measurement screen use to select 3 Back sight data Press ENT or numerickey3 displaysasright choose 1 Angle 1 Angle RECBS 1 Angle 2 Coordinate 2 SightatBackSightpoint InputAzimuth...

Page 48: ...1 Code 1 READ REC CODE OK 3 The machine calculates backsight azimuth by station point coordinate and backsight point coordinate screen shows as right HAR is the backsightazimuth SightingBS Sighting BS...

Page 49: ...JOB selection Checkthe followingonce morebeforemeasuring 1 The KTS 462R10Lis set up correctlyover the station point 2 The batteryis fullycharged 3 The horizontal circle and vertical circle indexinghav...

Page 50: ...aythemeasurementvalue DIST Fine 1 N 120 00m E 110 00m Z 50 00m ZA 273 18 15 HAR 150 18 15 STOP Coordinate N 120 00m E 110 00m Z 50 00m ZA 273 18 15 HAR 150 18 15 Pt 1 REC Stn OBS 3 To record coordinat...

Page 51: ...ges enter thenewvaluebeforemeasurement OBS Coordinate SHV N 120 00m E 110 00m Z 50 00m VZ 273 18 15 HAR 150 18 15 1 Stn OBS 5 Press ESC to end and restore the Coordinate MenuScreen ESC Coordinate 1 2...

Page 52: ...angle distanceorcoordinatesof the sightedpoint Displayvalue Difference between measured valueandsetting out data For setting out measurement performobservation in faceleft PROCEDURE 1 Set occupied poi...

Page 53: ...Out fromMenumode the followingscreen willbeshown Choose 2 Set Ou t S O 1 Observation 2 Set Out 3 Stn data 4 Back sight data 2 After set Station Point and Backsight Point choose 2 Set Out Move the curs...

Page 54: ...the instrumentstation Movethetargettotheleftlookingfromthe instrumentstation Restorethesetting outobservation screen S O 0 00 00 H ZA 89 45 23 HAR 150 16 54 REC D C HD 6 Settheprismonthesight lineand...

Page 55: ...dinate Setting Out Measurement SD slopedistance setting out measurement VD height difference setting out measurement the height difference between the instrument height mark and the centerpointof pris...

Page 56: ...ta 4 Select 2 S Odata thenpress OK input followingdata 1 prismheight2 thesetting out pointheight thedistancefromthesurveyingpoint tothepointtobesetout Aftereach entrypress OK Select 2 Set O ut OK S O...

Page 57: ...9 Rotate the telescope up and down until the value which displays on the second line is0 m As it nears 0 m 2 arrows are displayed the point to be set out isnowthesightedpoint S O 0 00 00 0 000m ZA 89...

Page 58: ...tingProcedure Operation Display 1 Choose 2 Set Out from MENU mode the Setting out Measurement menu screen is displayed Choose 2 Set Ou t ENT S O 1 Observation 2 Set Out 3 Stn data 4 Back sight data 2...

Page 59: ...0 00 06 REC D C HD 6 Perform the procedure from the step 5 to step 10 in 12 1 Distance Setting out Measurement to find the point to be set out To find the height of the point to be set out press D C...

Page 60: ...Press fromkeyboard Press Common Setting Reflect NON P Cross 1 Plummet 2 LcdLight 4 KeyLight OFF POINT TILT EDM OK 2 PressEDMto enterEDM SettingScreen you can pressPPM GRID SIGNto setfollowing paramet...

Page 61: ...to find a point where a target can not be installed directlyor to find the distanceand angle to a point whichcannotbe sighted It is possible to find the distance and angle to a point you wish to measu...

Page 62: ...1 KeyFunction Allocation It is also possible to performoffset measurement when 3 Offset is selected fromMenu Mode The measurement mode whichwas used beforeOffset measurement will be used in offset me...

Page 63: ...the measurement is completed during repetition measurement press STOP the slope distance from station point to offset point vertical angle horizontalanglearedisplayed MEAS 1 3 SHV S 120 00m H 110 00m...

Page 64: ...CNFG OBS 6 Press REC torecordtheresults Setthefollowing items whilereferringto 17 1 RecordingDistance Measurementdata 1 Pt Pointnumber Targetpointnumber 2 Code press CODE to read in code 3 Tgt h Targe...

Page 65: ...station point tooffset point shouldbe almost same with thedistance fromstation point totarget point PROCEDURE OperatingProcedure Operation Display 1 In MENU mode choose 3 OFFSET the Offset MenuScreen...

Page 66: ...stance S 10 00m H 110 00m V 60 00m Pt 1VS CODE kolida SA VE R HT CODE R HTSetting Tgt h 0 000m OK 5 Press SA VE to record the data and return to the OffsetMeasurementMenuScreen SA VE OFFS 1 Offset Dis...

Page 67: ...OCEDURE OperatingProcedure Operation Display 1 In Meas Mode display the screen in which OFFS is registered Press OFFS to display the OffsetMeasurementMenu Screen OFFS OFFS 1 Offset Dist 2 Offset Angle...

Page 68: ...OK D C OBS 6 Sight at prism 2 and press OBS to begin measurement OBS Dist Fine 2 S 10 00m H 110 00m V 60 00m VA 273 18 15 HAR 150 18 15 STOP 7 After measurement finished the coordinates of the2ndared...

Page 69: ...3 Offset 2D 4 Stn Data Offset distanceentryrange 9999 999m Minimumentryunit 0 001m Discard the data andobserve again press ESC Recordthe result inJOB SAVE See 19 4RecordingDistance MeasurementData 13...

Page 70: ...tP2 H horizontaldistancefromstartpointP1to targetpointP2 V verticaldifferencefromstartpointP1 to targetpointP2 HAR thehorizontalanglebetween station pointand targetpointP2 MLM START S 10 00m H 110 00m...

Page 71: ...ets MLM MLM S 10 00m H 110 00m V 60 00m VA 273 18 15 HAR 150 18 15 MLM START D C OBS 2 Press START when the MissingLine MeasurementResultsScreen isdisplayed Press START will change the last measured p...

Page 72: ...easurements are performed at 0 5 second intervals no matter which distance measurement method is selected In advance allocate the function keys to display REM For the allocation method see 20 1 1 Key...

Page 73: ...5 OBS 4 RotateEDMhead sightattargetpoint Ht istheheightofthetarget REM Ht 0 305m S 10 00m H 110 00m V 60 00m VA 273 18 15 HAR 150 18 15 OBS 15 RESECTION MEASUREMENT Resection is used to determine the...

Page 74: ...nate data registered inadvance It is possible to record set known point coordinate data or calculated instrument station data in the JOB which has been selected For theJOB selection method see 18 1JOB...

Page 75: ...peatition measurement Ifyou adopttheresult input thetargetheightofthe firstknown pointandpress OK Thengo to observenextknownpoint Discardtheresult press ESC OK Resection result S 353 324 m ZA 21 34 50...

Page 76: ...sults and addknown points ADD Adopt the results and record in JOB REC Refer to 19 4 Recording Distance Measurement Data To set direction anglepress OK otherwisepress ESC 15 1Re Observing It is possibl...

Page 77: ...AD REC OK Resection Pt 1 N 0 000m E 0 000m Z 0 000m VA 273 18 15 HAR 150 18 15 Ang DIST When there is a known point not yet measured perform measurement using the same procedure beginning with step 3i...

Page 78: ...ints are increased their included angle are lessened the known points can easily be on the edge of a single circle It is impossible to calculate the coordinates of the instrument station if the includ...

Page 79: ...lation canbegotten bymeasuring or reading frommemory PROCEDURE OperatingProcedure Operation Display 1 In thepage2ofthe menu select 8 Area MENU AREA Menu 2 2 7 Line 8 Area 9 Road 0 Proj 2 Everypointuse...

Page 80: ...ndpress VIEW to read thepointin VIEW Knowndata NO 510 000 EO 206 000 ZO 123 000 Pt ST002 Code OK 6 PressOKto confirm Movethecursortothethirdpoint ifthecoordinates isgottenbymeasuring itdisplays pt_03...

Page 81: ...a baselineby inputting twopoints coordinates Thescalefactor valueis thedifferencebetween the input coordinate and the observedcoordinate When not observing first or secondknown points scale factor iss...

Page 82: ...input the start point and end pointdataandpress OK Define baseline Define baseline Nb1 11 000 m Eb1 22 000 m Zb1 33 000 m READ REC OK Define baseline Nb2 1 000 m Eb2 2 000 m Zb2 3 000 m READ REC OBS O...

Page 83: ...foreperforming setting out line point thebaseline must bedefined PROCEDURE Procedure key Display 1 Select 4point Point Line 1 Stn data 2 Back sight data 3 Define baseline 4 Point 5 Line 2 Inputthefoll...

Page 84: ...entof therequiredpoint Referto 11 Setting Out Measurement OK Point Np 1 885 m Ep 0 860 m Zp 0 119 m Dist 0 000m Ang 20 45 22 REC R HT OK S O SO H S ZA 89 45 23 HAR 150 16 54 dHA 0 00 06 REC D C HD 17...

Page 85: ...setvalue goto step Inputoffset value Line N 0 919m E 1 772m Z 1 452m Offs 0 030m VD 1 226m Len 22 601m OBS REC Dist OK 3 Sightatthetargetandpress OBS IftheFine Rmeasurement modeisturnedon press STOP t...

Page 86: ...ect intersects thebaseline at right angles 18 1Defining baseline Definedbaselinecan beused inboth setting out line measurement andpoint projection PROCEDURE Procedure Operation Display 1 Under the MEA...

Page 87: ...OBS REC OK 18 2PointProjection Thebase line should bedefinedbeforepointprojection PROCEDURE Procedure key Display 1 Definethebaseline Pleasetake 17 1definebaseline asareference Point Projection 1 Stn...

Page 88: ...t of theprojectedpoint OK S O SO H H ZA 89 45 23 HAR 150 16 54 dHA 0 00 06 REC D C HD 6 Press ESC todo anewpointmeasurement from step3 ESC Point Projection Coord Point N 0 070 m E 1 460 m Z 1 741 m RE...

Page 89: ...s the first data of this horizontal alignment Mainlineinputscreen Horizontal AL NO 1 CN 1 000 m AZ 0 00 00 STR ARC TRNS PT The main line input screen displays current chainage and the bearing angle th...

Page 90: ...muth Inputlength OK Horizontal AL STR 2 AZ 25 00 00 Dist 15 000 m OK 3 Press OK to recordthisalignmentdata and displaythebearingangleandthechainageofthe endpointofthestraightline Now otheralignmentsca...

Page 91: ...d 10 000 m Len 20 000 m OK 3 Press ESC to return to InputProcessScreen OK Horizontal AL NO 3 CN 36 000m AZ 139 35 29 STR ARC TRNS Transitional curve Press TRNS key in the Main Line Input Screen the tr...

Page 92: ...N 56 000m AZ 196 53 14 STR ARC TRNS PT Point intersectionpoint Press PT key in the Main line input screen the point can be defined Apoint element consists of coordinates radius and transitional curve...

Page 93: ...n tomainscreen Ifyou press ESC itwillreturn to mainscreen withoutsaving OK Horizontal AL NO 4 CN 13 000m AZ 270 53 14 OK NOTE When you want to input A1 A2 based on transitional curve length L1 L2 use...

Page 94: ...n press SRCH key SRCH Horizontal AL START STR TRNS VIEW SRCH ADD 2 Inputthechainageofthehorizontalalignment datathatyou wanttosearch for Input chainage Search CN 4 000m OK 3 Inputnewdataandpress OK to...

Page 95: ...OCEDURE OperatingProcedure Operation Display 1 Select 2 EditVTAL fromDefine Roads menu Select 2 EditVTAL DefineRaods 1 2 1 EditHZAL 2 EditVTAL 3 HZALImport 4 VTALImport 5 ReceiveHZAL 6 ReceiveVTAL 2 I...

Page 96: ...AL 6 ReceiveVTAL 2 Press direction key on keyboard to find the verticalcurvedatatobeedited press VIEW toedit Vertical AL CN 1000 000 m CN 1000 000 m VIEW SRCH ADD 3 Inputnewdata press OK to recordthem...

Page 97: ...e Operation Display 1 Select 3 HZ AL Import from Define Road menu Select 3 HZAL Import DefineRaods 1 2 1 EditHZAL 2 EditVTAL 3 HZALImport 4 VTALImport 5 ReceiveHZAL 6 ReceiveVTAL 2 Input the HZ AL fil...

Page 98: ...would beinformed whetheroverwrite itornot YES startimporting NO Exit If there is no HZ AL data in memory this step will beskipped YES File Import Overwritefile NO YES 4 After transmission it returns t...

Page 99: ...000 PT1750 000 1300 000 100 000 80 800 PT1400 000 1750 000 200 PT1800 000 2000 000 Before downloading data make sure that the receiving software in computer and the instrument are in the same paramete...

Page 100: ...g press STOP Receive HZ AL Transfer COM Job HZAL Counts Receiving 19 1 8ReceivingVerticalCurve Data The vertical curve data can betransferred fromcomputer to instrument byusing character point and cha...

Page 101: ...this step will be skipped YES Receive HZ AL Overwritefile NO YES 4 Startreceiving To stop receiving press STOP Receive HZ AL Transfer COM Job HZAL Counts Receiving 19 1 9Deleting HorizontalalignmentD...

Page 102: ...ated point by using the chainage and offset which is set in roaddesign For alignment setout a horizontal alignment must have been uploaded Refer to 19 1 5 Reiceiving alignment or input manully Refer t...

Page 103: ...dinate or inputting manuallybykeyboard chainageandoffset OperatingProcedure Operation Display 1 From the Roads menu select 2 Set Out Roads Thenselect 1 Stndata select 1 Stn data Set Out Roads 1 Stndat...

Page 104: ...Stn VIEW SRCH DEL ADD 4 A Thepointcoordinateiscalculatedonthebasisofthe inputchainageandoffset Ittheverticalalignmentdataofthechainageis existed in memory theelevationofthepointwillbe displayed Ifthe...

Page 105: ...Enterthesettingbacksightscreen andpress NE AZ NE AZ Back sight data Chain 0 000m Offset 0 000m Tgt h 0 000m NE AZ OK 3 ChooseAng inthisscreen Ang Back sight data NBS 0 000m EBS 0 000m ZBS 0 000m CN An...

Page 106: ...putchainage offsetofthebacksightpoint B To read in coordinate data from memory press READ Input chainage offset READ A Back sight data CN 0 000m Dist 0 000m Tgt h 0 000m NE AZ OK B List 1 know 2 CRD 3...

Page 107: ...romthesidestaketo centerline INCRE incrementofstakenumber Set Out Roads StartC 0 000 m Offs L 0 000 m Offs R 0 000 m HtDi L 0 000 m HtDi R 0 000 m INCRE OK 3 Press OK the chainage and offset screen is...

Page 108: ...tdifferenceofthepointtobesetoutis displayed onthethirdline Thearrowindicatesthe directionwhichtheprismshouldbemovedupor down To showthevaluesincoordinatesformat press when themeasurementisfinished CRD...

Page 109: ...lthevalueswhich displayon the2nd 3rd 4th linesare0 thecurrent positionistherequiredposition Themeaningofthe arrow Movetheprismup Movetheprismdown S O 0 00 00 0 001 m H 0 000 m ZA 96 32 31 HAR 185 23 0...

Page 110: ...tio The left and right slopes may be input for both cut and fill Input the required slopes by using positive numbers for both cut and fill The software selects the appropriate slope from the table dep...

Page 111: ...00 m HtDiff 3 000 m Tgt h 1 600 m EDIT SLOP S O 2 Inputcut fillslope andpress OK tosavethedata Inputslope OK Slope Set Out 1 N Cut L 0 000 FillL 0 000 CutR 0 000 FillR 0 000 OK 3 Choose LEFT or RIGHT...

Page 112: ...AR 178 13 25 Mode OBS 6 Move prismaccording to the indication ofscreen press OBS When 2 Close are shown in the second and third line of the screen it means that the set out pointisfound Moveprism OBS...

Page 113: ...hichcan be performed inRecordMode Press MEM inHomePage Screen toenterMemoryStorage screen To enterRecord Mode press REC in MEAS ModeScreen Or pressREC keyfromkeyboard when the screen is inHomePage Pre...

Page 114: ...Data OutputtingJOBdatato thecomputer 20 1JOB Selection 20 1 1CurrentJOB Selection Before recording data select the JOB which it is to be recorded in The following data can be recorded inJOB Measuremen...

Page 115: ...1 2 1 JOB Selection 2 Coord Read JOB 3 JOB Export 4 Coord Import 5 Coord Send 6 Coord Receive 20 1 2CheckMemoryStatusandFormat theDisk Belowoperations are tocheck memorysize free space dataformat Ope...

Page 116: ...heoperationforformatting Format Disk Format YES NO 20 1 3Create new working job Tocreat anewworking job theJob name canbe fromA Z or 0 9 The first charactercannotbe Space Using an exsited job name is...

Page 117: ...nd press OK to finish the operation andreturntopreviousmenu To switch from numeric to alphabet press IM key fromkeyboard Rename Job JOB001 OK 20 1 5Delete Job This functionis to clear thedatain workin...

Page 118: ...n the Memory Mode Screen and press ENT or press numeric key 1 the JOB ManagementScreen isdisplayed 1 JOB ENT Mem JOB 1 2 1 JOB Selection 2 Coord Read JOB 3 JOB Export 4 Coord Import 5 Coord Send 6 Coo...

Page 119: ...d The exported file will betransformedto txt format OperatingProcedure Operation Display 1 Select 1 JOB in the Memory Mode Screen and press ENT or press numeric key 1 the JOB ManagementScreen isdispla...

Page 120: ...atingProcedure Operation Display 1 Select 1 JOB in the Memory Mode Screen and press ENT or press numeric key 1 the JOB ManagementScreen isdisplayed 1 JOB OK Mem JOB 1 2 1 JOB Selection 2 Coord Read JO...

Page 121: ...emoryModeScreen andpress ENT orpressnumerickey1 the JOB ManagementScreen isdisplayed 1 JOB OK Mem JOB 1 2 1 JOB Selection 2 Coord Read JOB 3 JOB Export 4 Coord Import 5 Coord Send 6 Coord Receive 2 Se...

Page 122: ...een andpress ENT orpressnumerickey1 the JOB ManagementScreen isdisplayed 1 JOB ENT Mem JOB 1 2 1 JOB Selection 2 Coord Read JOB 3 JOB Export 4 Coord Import 5 Coord Send 6 Coord Receive 2 Select 6 Coor...

Page 123: ...hen select 7 Key in Coord then press ENT or press numeric key7 7 Key in Coord JOB Selection Job 0002 VIEW OK 3 ChooseaJobnameorCreateanewjobname orpress VIEW to choosefromlocaldiskorSD card OK toConfi...

Page 124: ...te data is stored ina part of thememoryseparated fromJOB data There aretwo registration methods keyentryand entryfroman external device 20 2 1 Input coordinate of knownpoint OperatingProcedure Operati...

Page 125: ...9999999 999 m 20 2 2Coordinatedata import It is to import data txtfile fromSD card toa specified file in LocalDisk OperatingProcedure Operation Display 1 Select 2 Known data in Memory Mode Screen and...

Page 126: ...press ENT to enter thedisplayforcoord export 3 Coord Export ENT File Export FR A FIX FIX TO B FIX TXT Counts 02 Complete OK 20 2 4Receivecoordinatedatafromcomputer The format of coordinate data isSDR3...

Page 127: ...Known Data 1 Key in Coord 2 Coord Import 3 Coord Export 4 Coord Receive 5 Coord Send 6 Clear Note Before performing communication between total station and computer make sure that their communication...

Page 128: ...erknown datascreen 2 Known Data ENT Known Data 1 Key in Coord 2 Coord Import 3 Coord Export 4 Coord Receive 5 Coord Send 6 Clear 2 Choose 6 clear and press ENT To enter the screen fordataclearing YES...

Page 129: ...g Themax lengthofcodeis16 characters ADD OK CODE 1 Key in Code 2 Code Import 3 Receive Code 4 Clear list 20 3 1Code import Import code fromSD cardto internal memory OperatingProcedure Operation Displa...

Page 130: ...eceive Code 4 Clear list 2 Select 3 Receive code and press ENT orpress numerickey1 3 Receiv e Code ENT Receive Code Transfer COM Job CODE Counts 20 Receiving 3 When the transfer is finished The screen...

Page 131: ...NT CODE Sure to Delete YES NO 3 YES Confirmfordeletion NO Undothedeletionoperation YES CODE 1 Key in Code 2 Code Import 3 Receive Code 4 Clear list 20 4Diskmode In this mode usercan view memoryspace i...

Page 132: ...20 5Initialization Thisoperation restores instrument parameters to factorydefault settings and clear alldata Belowsettings will be restoredbyinitialization 1 Observationcondition Atmospherecorrection...

Page 133: ...orpressnumerickey7 7 Initialize ENT Setting 1 2 1 Obs Condition 2 Instr const 3 Date time 4 Commssetup 5 Unit 6 Key Function Setting 2 2 7 Initialize 2 YES Confirminitialization NO Cancelinitializati...

Page 134: ...00000 2 The input rangeof average altitude 9999 8 9999 8 Average altitude keeps1 digit after radixpoint default value is0 Operationprocedure Key Display 1 Underanymode press youcanenter Common Setting...

Page 135: ...ecordingCoordinatesData RecordingDistancewithCoordinateData ReviewingJOBdata Record 2 2 7 View Record 1 2 1 Stn Data 2 BackSightdata 3 Angledata 4 Distdata 5 Coorddata 6 Dist Coorddata 21 1Recording I...

Page 136: ...dataitems Instrumentstationcoordinates StationPointnumber Code Instrumentheight Operatorname Dateandtime Weather Wind Distancemeasurementmode Temperature Airpressure Atmosphericcorrectionfactor Prismc...

Page 137: ...It allows you to set backsight azimuth anglebyinputting anglevalue directly Operationprocedures Key Display 1 In Record menu screen use to select 2 Back sight data setting or press numeric key 2 disp...

Page 138: ...ksight point coordinate ENT OK Coordinate NBS 1382 450 m EBS 3455 235 m ZBS 1234 344 m BS BS1 CODE GIV READ REC CODE OK 3 the machine calculates backsight azimuth by station point coordinate and backs...

Page 139: ...ta 6 Dist Coord data 2 Select 3 Angle data and press ENT or press numeric key 3 the Angle Measurement Data RecordingScreen isdisplayed 3 Angle data ENT REC Angle ZA 76 34 17 HAR 64 22 10 Pt 1 Ang Auto...

Page 140: ...d the results are display for 2 seconds and the screen displayed beforeAUTO was pressedis restored 21 4RecordingDistanceMeasurementData It is possible to record the most recently measured distance mea...

Page 141: ...height R HT Pointnumberautomaticallyincreasesfor1 from thelastinputnumber Thispointnumbercanbe usedtorecorddatainthememoryorcan be changed Codes registered in advance can be read in by pressing CODE...

Page 142: ...AUTO wasnotpressed yet ToperformOffset measurement in RecordMode OFFS 21 5RecordingCoordinatesData It is possible to record measured coordinates data and offset measurement data in working JOB in Reco...

Page 143: ...EC Coordinate N 10 364 m E 234 897 m Z 49 098 m ZA 76 34 17 HAR 64 22 10 Pt K2013 OBS OFFS AUTO 6 Press OBS to measure the coordinates again in RecordMode OBS Dist Fine 1 N 3 735 m E 3 224 m Z 1 886 m...

Page 144: ...surement datawill be saved N E Z coordinate value pointname target height code OperationProcedure Key Display 1 In Recordmenu choose 6 Dist Coord data 6 Dist Coorddata ENT Record 1 2 1 Stn Data 2 Back...

Page 145: ...3 Angle data 4 Dist data 5 Coord data 6 Dist Coord data Performdistancemeasurement to record automaticallybypressing AUTO When this keyis used it is unnecessaryto performcoordinate measurement in MEA...

Page 146: ...or VIEW Checkingbypointnumber SRCH Searchingbypointnumber DELDeletepointnumber ADD Add newcoordinate 7 View ENT List 100 BS 101 Ang 102 Dist 103 CRD 104 CRD VIEW SRCH DEL ADD 3 Press VIEW and enterth...

Page 147: ...soft keyallocations are retained forever until theyare revised again even when the power is cut off Press CNFG in the Home Page the setting mode screen is displayed Select 6 Key Function bypressing EN...

Page 148: ...eys in MEAS Mode are displayed This allocation isrecordedin theinstrument until theyare set again NOTE When softkeyallocations are recorded and registered the previouslyrecorded settingsare ExistingKe...

Page 149: ...ng atmosphere correction prism constant Fine track 16 CRD Coordinates measurement 17 S O Setting out measurement 18 OFFSET Offset measurement 19 MENU ToMenu Mode 20 RESE Resection measurement 21 DOUT...

Page 150: ...ey to move the cursor to a softkey you want to change function for example DIST at thefirstlineofP1 thenpressF4 FUNC FUNC Function DIST D C 0SET HSET LR REP HOLD ZA HT REC REM MLM RCL VIEW EDM CRD S O...

Page 151: ...ETTING This section explains the parameters which are set in Setting Mode The set parameters are recorded until theyare revised 23 1Changing InstrumentParameters Thefollowingare the parameters to bese...

Page 152: ...tingScreen Parameter Options FactorySetting Communication Setup Baudrate 1200 b s 2400 b s 4800 b s 9600 b s 19200 b s 38400 b s 57600 b s 115200 b s Datalength 8 Bit Parity NONE Stopbit 1 Bit Checksu...

Page 153: ...Obs condition ENT 1 Obs condition ENT Settings 1 2 1 Obs Condition 2 Instr Const 3 Date Time 4 Comms Setup 5 Unit 6 Key Function 3 Itispossibleto checkandchangetheparameter settings When or isdisplaye...

Page 154: ...OM Checksum OFF BaudRate 1200b s Parity 8 None Stop bit 1 OK 6 After setting is complete press OK The Setting ModeScreen isdisplayed OK Settings 1 2 1 Obs Condition 2 Instr Const 3 Date Time 4 Comms S...

Page 155: ...he plate level moves away from center bring it half way back to the center by adjusting the leveling foot screw on tribrach which is parallel to the plate level Correct the remaining halfbyadjusting t...

Page 156: ...ck thehorizontal and vertical clamp screws 2 Move objectAtotheedge of the fieldof view with the verticaltangentscrew pointA 3 No adjustment is necessary if object A moves along the vertical line of th...

Page 157: ...A Adjustmentbyon boardprogram Operationprocedure KEY Display 1 After levelling the machine power on press CNFG under Home Page screen as right diagram shows CNFG Settings 1 2 1 Obs Condition 2 Instr C...

Page 158: ...izontal Axi B Optical adjustment Only forprofessional service technician 1 Use the tangentscrew toadjust the horizontalanglereading 190 13 40 15 190 13 25 2 Take off the cover of the reticle between t...

Page 159: ...Difference i angle andVerticalAngle 0Datum Inspect this itemafter finishingthe inspectionandadjustment ofItem24 3 and 24 5 Inspection 1 Power on after leveling the instrument Aim at object A facing le...

Page 160: ...r adjustment it shows Vco Complete on thescreen SET V0 Adjustment Vco Complete V 0 21 39 HR 180 01 07 Vco 0 10 55 SET RSET MEAS 7 The display returns to Instrument constant menu screen Instr Const 1 V...

Page 161: ...OperationProcedure Key Display 1 Under Instrument constant setting functions choose 4 Horizontal axis and press ENT key or press numeric key 4 enter horizontal axis error correction menu 4 Horizo ntal...

Page 162: ...t around the vertical axis and at every 90 observe whether the center mark position coincides with the intersection point ofthecross 5 If the center mark always coincides with intersectionpoint noadju...

Page 163: ...e the Horizontal Distance of BC accurately 4 Then you can get the Instrument Constant K K should be closed to If K the instrument shou ld be strictly inspected in standardbaseline site and adjusted ac...

Page 164: ...of emitting photoelectric axis the instrument needs tobesent to service center forrepair 24 11ReflectorlessEDM The red laser beam used for measuring without reflector is arranged coaxially with the li...

Page 165: ...en thescrewappropriately 24 13RelatedPartsforReflector 1 TheTribrach andAdapterforReflector The plate level and optical plummet in the adapter and tribrach should be checked refer to Chapter 24 1and 2...

Page 166: ...it meter us feet international feet feet inch Digit display Max 99999999 999 m Min 1 mm Average measuring times Theaveragevalue of2 5 times Accuracy With reflector Distance measurement Standard differ...

Page 167: ...eter ofdisc 79mm Min display 0 1 1 5 10 choosable Accuracy 2 Detection method Horizontal Dual Vertical Dual Telescope Image Erect Length ofObj lens 154mm Effective aperture Observation 45 measurement...

Page 168: ...rrormessage Errorexplanation Operation Calc Error Errordatainputting cannotbecalculated Inputcorrectdata Notfound Therequireddataisnotfound Confirmthatdataisexisted and search again Outofrange Thetilt...

Page 169: ...pc Mainbody set battery 2pcs Charger pc Plummet pc Correctionpin pcs Furbrush pc Screwdriver pc Hexagon wrench pcs Cloth pc desiccant bag Operatingmanual pc Certification ofQC pc reflector sheet 20 2...

Page 170: ...2 685 09F2 ST001 3 288 3103 045 0005 JMDAG 09F2 ST001 4 3 834 074 5221 045 0008 JMDAG 08TP 5 13 407 16 687 15 237 JMDAG 13NM 489VMJMGP 00000 Explanation of data Start 00NMSDR33V09 011 27 2015 12 10 14...

Page 171: ...rmat 0 Zenith 0 1 horizontal 0 2 horizontal 90 H Tilt correction 0 Nocorrection 1 SingleAxis 2 DualAxis I Minimumangle display0 1 second 1 5 second 2 10 second 3 0 1second J Horizontalangle display 0...

Page 172: ...001 Station point name 6 562 North coordinate 9 842 Eastcoordinate 13 123 Elevation 1 704 Instrument height ADH Code Note the orderof East andNorth coordinatewill be changedaccording toinstrument sett...

Page 173: ...ngle value 09F2 means face right 09F1 means face left ST001 Station point name 4 Current pointname 3 834 Slope distance 074 5221 Verticalangle 045 0008 Horizontalangle JMDAG Code 08TP 5 13 407 16 687...

Page 174: ...commands are used in sending data from total station to computer relative data format will be sent withcommands means space 20H When Check sum in Communication parameters setting is set to ON there a...

Page 175: ...a request 11H slope distanceandangle data request 1999999 1999999 199999 SUM CRLF a b c d a Slopedistance value b Vertical angle value c Horizontal angle value d Check sum Note If there are some error...

Page 176: ...nd mmHg 2 and inchHg 3 and hPa 4 and mmHg 5 and inchHg d Earthcurvature andatmosphericrefractioncorrectionconstant 0 None 1 Correction K 0 142 2 Correction K 0 20 e Prismconstant 99 99mm f Angle unit...

Page 177: ...59 5959 SUM CRLF a b c a Dataidentification code b Distance Setting out value c Horizontal anglesetting out value 5 Backsight point coordinate output command Dd Dd 123 567 1234 567 1 999 SUM CRLF a b...

Page 178: ...levalue output command Ea Ea 0000 0 1 500 199 999 89 5959 359 5959 SUM CRLF a b c d e f g h a Dataidentification code b State data Thefirst unit indicatesdistanceunit 0 Meter 1 Feet 2 U S Feef 3 Inter...

Page 179: ...c Ec 0000 0 1 500 199 99 999 89 5959 359 5959 SUM CRLF a b c d e f g h a Data identification b State data same asEa c Always be 0 d Targetheight e ppm f Height difference value g Zenith value Vertical...

Page 180: ...1234 25 623 SUM CRLF a b c d e a Dataidentification b Status value same asEa c ppm d Zenith value vertical angle value e REM data 14 MLM measurement data output command Eg Eg 0000 299 123 450 123 456...

Page 181: ...0 003 SUM CRLF a b c d e f g a Dataidentification code b N coordinate setting out value c E coordinate setting out value d Z coordinate setting out value e N coordinate measured value f E coordinate...

Page 182: ...henext command 2 15H NAK Datacommunicating failed please send this command again Input command format 1 Instrument parameters setting command B B 0 0 0 40 0 0 0 0 0 0 0 0 SUM CRLF Theformat is same as...

Page 183: ...ingto instrument setting 6 Instrument height target height temperature pressure inputcommand De De 12 345 1 500 20 1015 SUN CRLF a b c d e a Dataidentification code b Instrument height c Targetheight...

Page 184: ...0DH 1 Xa Set distance measurement mode to befine single measurement 2 Xb Set distancemeasurementmode to befine repeat measurement 3 Xc Set distance measurement mode to befineN times measurement 4 Xe S...

Page 185: ...Road alignment data is managedbychainage 1 1ROADALIGNMENTELEMENTS There aretwo ways to input alignment elements 1 DownloadfromPC 2 Manuallyinput on the KTS 462R10Ltotal station How to input thealignm...

Page 186: ...ineHZAL input dataas following format Stakenumber 0 N 1100 000 E 1050 000 Press OK and thenpress F4 PT inputdataas below N 1300 000 E 1750 000 R 100 000 A1 80 000 A2 80 000 Enter the following data in...

Page 187: ...onalcurve R radius L1 R A 2 1 100 80 2 64 m L2 R 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 transit...

Page 188: ...R N Nm 63 348 100sin18 20 06 31 891 In the symmetrical transitional 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...

Page 189: ...f feature pointBC EC ofArch length Arch Length IA R CL 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 T...

Page 190: ...574 000 1100 872 1249 2 2 m straight line KA2 BC 005 166 976 1637 058 1536 032 1444 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...

Page 191: ...onal curvebetween KA2and KE2 Radius 100 m sign is thatcurve turns left towardthe end point Length 64 m Straight line betweenKA2 andBC Bearing 322 07 30 1 Distance 166 004m ArcbetweenBc andEC Radius 20...

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