TOTAL STATION InstructIon manual

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If you select “LARGE CHARACTOR”, theinformation is shown with four screens and thesescreens and the Graphics screen can be switched by[F4][DRAW].Press [F5][PAGE] to view another screen.Press [F5][DISP] to change graphic view.[Point Name]SPOStation pointMeasurement pointDesign pointDEVIATION[DEVIATION Information]Display the distance and direction from point P toPoint OF(Forward) / B(Back)L(Left) / R(Right)U(UP) / D(Down)Forward/BackwardLeft/RightUp/DownFor more details on the operating procedure,refer to“5. VIEW AND EDIT”.Press [ENT] or [ESC] to return STAKEOUT screen.Example:Station X 0.000 mPoint Y 0.000 mS Z 0.000 mMeasurement H.angle 330°00′00″PointP H.dst 5.000 mV.dst 1.000 mDesign X 5.000 mPoint Y 5.000 mO Z 0.000 mB.: 3.170R.: 6.830D.: 1.000P330°SOIn this case, operator tells you to move 3.170m forward, 3.170m to the left and 1.000m downagainst Point P.53
Press the [F4][NEXT] to carry out staking out forthe next point.Press the [F1][RECT.M] to view the MEASUREscreen.Refer to the “4.4 Remote, Offset, Station, andH.angle” function.Press the [F5][PAGE] to view the other MEASUREmenu.7.2 Point to LineAInt. PBStake Out Point : PStation PointYou have to select the point A and B. The distance between the two points A and B has to beat least 1 m. The two points A and B define a line and during Stake out, PTL shows thedeviations from the Stake out point, P, to the line A-B.(At above STAKEOUT screen)54
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 and 32: Input ppm value.Press [ENT].TEMP, P
Page 33 and 34: EDM settings can be selected by pre
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: To display all information at once,
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
Page 110 and 111:
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
Page 120 and 121:
• Thenumber of data exceeds the m
Page 122 and 123:
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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