TOTAL STATION InstructIon manual

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4.7 Function of MEASURE screenAim at the reference point and press [ENT] to viewthe MEASURE screen.Press the [F1][MEAS] to measure and display theDistance.Press [F2][SAVE] to save the measured data.Press [F3][ME/SAVE] to measure and save the measured data.No survey data is saved when no PN is input.Press [F4][EDIT] to edit the PN, Point Name, PH,Prism Height and PC, Point Code.Press [ENT] to view each input window by pressingup or down arrow key, and input your desired pointname or prism height or point code.Press [F5][ACCEPT] if the current PN, PH and PCare acceptable.PC, Point Code:Press [ENT] to view and input the PC, Point code, screen.If PointCode exists, you can easily select them from the list or edit one of them after pressingthe [ENT].For using Point Code List,please refer to“5.4.1 Point Code”.Press [F5][PAGE] to view another menu.Station point setup can be changed by pressing[F3][<strong>STATION</strong>].31
EDM settings can be selected by pressing[F1][EDM].For example, change 1.PRIM. MEAS KEY (MEAS)to TRACK SHOT or TRACK CONT if you want touse tracking measurement with primary MEAS key(MEAS).The target type can be selected by pressing [F2][TARGET].4.8 OffsetPress the [F2][OFFSET] to view the OFFSET screen.Offset enables you to work with Offset. Thefollowing offset are available.Press [ENT] to view the offset input window. Inputthe RO offset value by pressing each keys.DO values are input in the same manner.Press [ENT] and then [ACCEPT] to view the MEASURE screen.The S.dst (slope distance) is adjusted by input offset value.The input value of offset is cleared when you savethe surveying point and step forwardto the next surveying point.32
Page 1 and 2: Total StationR-400seriesInstruction
Page 3 and 4: 4.8 Offset 324.9 Station setup [By
Page 5 and 6: Before using this product, be sure
Page 7 and 8: FUNCTION KEY[ ▽ ] F1 Moves the cu
Page 9 and 10: 1. INTRODUCTION1.1 IntroductionThan
Page 11 and 12: •IH and PHIH stands for “Instru
Page 13 and 14: 2.2 Allocation of each PowerTopoLit
Page 15 and 16: 3.FILE MANAGERThe Data storage memo
Page 17 and 18: Input your desired JOB NAME and pre
Page 19 and 20: 4. MEASUREOffset3.Rotated planeRefe
Page 21 and 22: 4.1.2 Coordinates, X, Y, Z, IH, and
Page 23 and 24: • [OTHER] KeyTo select the job fi
Page 25 and 26: 4.3 Function of MEASURE screenAim a
Page 27 and 28: 3.Rotated planeREMOTEReference P. C
Page 29 and 30: 4.4.3 StationPress [F3][STATION] to
Page 31: Input ppm value.Press [ENT].TEMP, P
Page 35 and 36: 4.10 Station OrientationPress the [
Page 37 and 38: Press [F2][OFFSET] to display OFFSE
Page 39 and 40: 5. VIEW AND EDITStored data are dis
Page 41 and 42: Your desired points are deleted and
Page 43 and 44: Import ProcedurePress [F3][I/O] on
Page 45 and 46: 6. FREE STATIONING?Point 2 Coordina
Page 47 and 48: For precise measurement, carry out
Page 49 and 50: Press the [F1][MEAS] to measure the
Page 51 and 52: 7. STAKE OUTFrom the known Station
Page 53 and 54: To display all information at once,
Page 55 and 56: Press the [F4][NEXT] to carry out s
Page 57 and 58: A -> BDistance between Point A and
Page 59 and 60: 7.3.1 Three pointP1OP3Stake Out Poi
Page 61 and 62: 7.3.2 Circle radiusCPRADIUSStake Ou
Page 63 and 64: 8. CALCULATIONS8.1 CogoThe followin
Page 65 and 66: •[LIST] keyAll stored points can
Page 67 and 68: 8.1.2 Point CoordinatesBearingDista
Page 69 and 70: Input your desired PC by pressing k
Page 71 and 72: Press [ENT] to view the following s
Page 73 and 74: 8.1.4 Line-Arc intersectionPoint 1E
Page 75 and 76: 8.1.5 Line-Line intersectionInterse
Page 77 and 78: 8.1.6 Arc-Arc intersectionCenter 2A
Page 79 and 80: Press [F5][ENT] to save one of inte
Page 81 and 82: Press [F5][ENT] to save the coordin
Page 83 and 84:
Press [F5][ENT] to save the coordin
Page 85 and 86:
Input DISTANCE (Distance from SP to
Page 87:
Select 2. 2D SURFACE and press [ENT
Page 90 and 91:
This function calculates the center
Page 92 and 93:
From the PowerTopoLite screen, pres
Page 94 and 95:
9. VPM (Virtual Plane Measurement)P
Page 96 and 97:
Press [ENT] to view the COORD.ON TH
Page 98 and 99:
Aim at the Target 1 and press [F1][
Page 100 and 101:
Closed traverseOpen traverseThe fol
Page 102 and 103:
Input the TEMP value.Press [ENT].In
Page 104 and 105:
Press the [ENT] to view the AIM AT
Page 106 and 107:
Press [ENT] to open the Z coordinat
Page 108 and 109:
12. ROAD DESIGNYou can use this fun
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12.1 BP, IP, EP inputPress [F2][ROA
Page 112 and 113:
Press [F5] [ACCEPT] after parameter
Page 114 and 115:
NOTE: When you want to stop functio
Page 116 and 117:
[L/F code] use CR/LFBCC is calculat
Page 118 and 119:
Select the file you desire to outpu
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• Thenumber of data exceeds the m
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13.1.3.2 Reading data settingSelect
Page 124 and 125:
CAUTION•DAT file in the internal
Page 126 and 127:
Press [ENT], and set the PC to be r
Page 128 and 129:
•Factory default setting of SENDI
Page 130 and 131:
-4 Recommended communication settin
Page 132 and 133:
d) Note on converting CSV file.When
Page 134 and 135:
14.1 Language selectionSelect 1. LA
Page 136 and 137:
Any name can be defined for all thr
Page 138 and 139:
Process typeThis input method takes
Page 140 and 141:
When “LARGE CHARACTOR”is select
Page 142 and 143:
Select 9.Elevation factor and press
Page 144:
TI Asahi Co., Ltd.International Sal
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TOTAL STATION InstructIon manual

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