TOTAL STATION InstructIon manual

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12. ROAD DESIGNYou can use this function to calculate basic design clothoid, raised type clothoid,and central peg and width peg of simple curve, and record the coordinates byinputting and specifying each coordinate of BP,IP and EP and the elements of thecurve.WARNING• Road calculation excludes Z coordinate values from the calculation.• Road calculation allows you to calculate up to 3,000 points in combination with numberpeg, plus peg and width peg.• The maximum number of points that can be processed per route is 3,000 points. Whenmaking a design for a complex route having many consecutive IP points, you may not beable to obtain your desired smooth linear shape if you calculate with an extreme and roughpitch. Also if there is a mistake of inputting coordinates or elements, it may generatethe coordinates quite differently from your desired linear shape. To prevent yourself fromthese, we recommend you to send the generated coordinates to PC and confirm the linearshape on the monitor or printer screen before using.[Measurement point name to be selected and specified]Regarding measurement point name of each coordinate, input alphanumeric character upto three character following the character of BP, IP and EP. When more than three charactersfollowing BP, IP and EP or completely different alphanumeric characters by deleting theinitial character are input, it automatically generates the point name of an existing value.This will also happen when you specify a coordinate by researching from the memory.[Generation of measurement point name]Numerical part: 3 digits and up to 001~999.Integer part of plus peg: up to 01~99.Width peg: Left width peg [L] is added at the end of the measurement point name.Right width peg[R] is added at the end of the measurement point name.NOTE: measurement point name is not processed for the additional distance.107
[Generation of principal peg to be recorded by calculation and measurement point name of• In case of Simple curve;BC#、EC#、SP#(「#」 of measurement point name of principal peg has actually become IP number.)• In case of basic design clothoid;KA#-1、KE#-1、KE#-2、KA#-2、SP#• In case of raised type clothoid;KA#-1、KE#-12、KA#-2[The curve to be used in road design]The curve mentioned in the right drawing can not be used , which is called reverse IP or IPcurve, although it can be used with basic design clothoid, raised type clothoid and simplecurve (see left drawing).IPIPBPEPBPEPOKNot used[Terms and curves to be used in Road Calculation]BP Beginningpoint of routeIPEPEnd point ofrouteIAIntersectionpoint of maintangentIntersectionpoint of maincontactCurve lengthBC Beginning ofcurveCLEC End of curve SP Secant pointKA Beginning ofclothoid curveKE End of clothoidcurveIP3BC1IP1EC1SP1KA2-1Curve 2KA3-1KE2-12KA2-2KE3-1SP3KE3-2KA3-2BPCurve 1 Curve 3IP2EP108
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Total StationR-400seriesInstruction
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4.8 Offset 324.9 Station setup [By
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Before using this product, be sure
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FUNCTION KEY[ ▽ ] F1 Moves the cu
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1. INTRODUCTION1.1 IntroductionThan
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•IH and PHIH stands for “Instru
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2.2 Allocation of each PowerTopoLit
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3.FILE MANAGERThe Data storage memo
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Input your desired JOB NAME and pre
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4. MEASUREOffset3.Rotated planeRefe
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4.1.2 Coordinates, X, Y, Z, IH, and
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• [OTHER] KeyTo select the job fi
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4.3 Function of MEASURE screenAim a
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3.Rotated planeREMOTEReference P. C
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4.4.3 StationPress [F3][STATION] to
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Input ppm value.Press [ENT].TEMP, P
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EDM settings can be selected by pre
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4.10 Station OrientationPress the [
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Press [F2][OFFSET] to display OFFSE
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5. VIEW AND EDITStored data are dis
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Your desired points are deleted and
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Import ProcedurePress [F3][I/O] on
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6. FREE STATIONING?Point 2 Coordina
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For precise measurement, carry out
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Press the [F1][MEAS] to measure the
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7. STAKE OUTFrom the known Station
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To display all information at once,
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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 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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