TOTAL STATION InstructIon manual

More documents

Recommendations

Info

NOTE:P1P2P3P3P4S190 ゚New pointS2P6P5P1P2New pointFig. 1 Fig. 2As illustrated in Fig. 1, it is optimal to choose the known points P1 and P3.The instrument should be set up in such a manner so that the angle between P1 and P3becomes 90°. The distances S1 and S2 should be similar.The accuracy of a calculation result depends on the following:1) The inner angle between known points is extremely small.See P1 and P2 on above Fig. 1.2) The inner angle between known points is extremely large.See P4 and P6 on above Fig. 1.3) The distance from a new point to a known point is extremely short or extremely long.4) A new point (station point) and three or more known points are arranged on the samecircumference. See above Fig. 2.When searching for a new point by free stationing and surveying by installing an instrumentin the point, accuracy may not be stabilized compared with the case where an instrument isinstalled on a known point. In field work which needs a high-precision survey, we cannotrecommend this method.49
7. STAKE OUTFrom the known Station point and Direction angle, the Coordinates for theStakeout are obtained.7.1 Stake OutBSPStake Out PointStation PointPress [F1][STAK] to view the STAKEOUTMETHOD SELECTION screen.Select 1.STAKE OUT and press [ENT] to view the<strong>STATION</strong> POINT SETUP screen.Open the PN, X, Y, Z, IH and PC input window and input each. Save the data by pressing[F1][SAVE].Press [ENT] to view <strong>STATION</strong> POINT H.ANGLESETUP screen.50
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: Press the [F1][MEAS] to measure the
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
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
show all

TOTAL STATION InstructIon manual

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?