Manuals / Leica / Baby / Model Vehicle

Leica 1000Z01 user manual 177

Models: 1000Z01

1 347

Download 347 pages 59.8 Kb

Page 178

Exceeding the permitted tolerance is accepted and the inspection is continued. Longitudinal errors are distributed proportionally by changing the scale. Because of the variable curvature, deviations in the tangential direction are not taken into account.

When the program is called up again, the permitted tolerance is inspected only if the data have been changed or if the tolerance limits have been changed.

RO

© Leica

TPS-System 1000 Programs-2.3.1en

177

Image 178

Leica 1000Z01 user manual 177

Contents

Manual Card Programs Symbols used in this Manual View of chapters 205 Road Plus 249 File Editor 303 Monitoring 333 Index 341Contents Introduction Search Point Coarse Positioning Introduction Measure Mode Results ConfigurationSelect Stakeout Method Plot Configuration StakeoutArea Computation of Area 117 Remote Height 105Hidden Point 111 Sets of Angles 129205 Local Resection 165Road line 171 Road Plus 249Monitoring 333 File Editor 303Index 341 Introduction GeneralInstallation in the PC Hardware and software requiredOn the diskette bearing the label TPS 1000/2000/5000 TPS-WORKBENCHDiskette bearing the label TPS System FirmwareCharacters for version release number Application programs ?????VVV.PRG????? Maximum of 5 characters for name Application System textsSYS?VVV.SSRESECVVV.LENetc Stakeout PrtxtVVV.LSP OrientationTIEVVV.LENetc STAKEVVV.LENetcLoading files into the TPS1000 instruments Applications Name Art.No Licence Code Version Language Loading system texts Select the command Transfer files in the UtilitiesMenu Loading application ProgramsLicence code Solving problems List Select Main MenuLicence code for TPS 1000 applications No. of application Licence code RemarksGeneral notes SettingsUnits in this manual Preparation Instrument field setup Using the programData exchange Calling up the program Designation of keys Target eccentricityOrientation and Height Transfer IntroductionTarget Point Enter the target point number and height of the reflectorRetrieved several times Point ListEnter a maximum of 10 points. The same point can be Return to the dialog Target PointMeasure Mode Calculates the orientation, the elevation CalculationRespective standard deviations Display the residuals of individual measurements. You Can also disable points from the calculationMore Information Orientation or height as well as delete erroneousPoint no Use for HtStatus Easting, Northing, Elevation Target coordinates usedPlot Recalculate the result and return to the dialogConfiguration Editor ConfigurationStart the Configuration Editor from the Target Point dialog Log File Two FacesUser Disp Log FlNameData will always be appended to the specified Log Dual-face MeasurementLog file FileRecord For each measurement, a record will beTPS System 1000 theodolite series ResectionThis manual describes the Resection program Pt2 00000Station Data Proceed to the dialog Target PoinT Start the ConfigurationEnter station point number and height of the instrument Enter the target point number and height ReflectorRESEC\ Measure MOD GSI This dialog the calculated station coordinates are Shown with the orientationTPS-System 1000 Programs-2.3.1en Start the Configuration Editor from the Station Data dialog TPS-System 1000 Programs-2.3.1en Be stored containing Data will always be appended to the specified Log-fileFor each measurement, a record will Station coordinates and orientationTypical log file entry in the Resection program Tie Distance Radial Mode TIED\ First Point TPS-System 1000 Programs-2.3.1en Results TPS-System 1000 Programs-2.3.1en Start the Configuration Editor from the First Point dialog TPS-System 1000 Programs-2.3.1en Log File FILE12.GSI Stakeout Introduction Search PointFor positioning are only displayed after two stakeout Coarse PositioningLine Offset PointsLine Target noAzimuth OffsetOrthogonal Hz Angle STAKE\AZIMUTH & Distance Leica TPS-System 1000 Programs-2.3.1en Stakeout Polar StakeoutDist Reflector. Positive in sign if point is Transversal displacementRight Reflector. Positive in sign if stakeout Longitudinal displacementPoint is further away from station Stakeout with auxiliary points Target no Point number of the point to be stakedDistance from the first auxiliary point Angle from the first auxiliary point toStakeout point To the stakeout pointStakeout from Coordinate Differences Leica TPS-System 1000 Programs-2.3.1en Coarse Meth Select Stakeout MethodStakeout M Plot is generated of the stakeout situation with a list Numeric values, corresponding to3D Stake Difference in the log file Recording of designCoordinates, setout height and height Coordinates, setout coordinates undTypical log file entry in the Stakeout program Free Station Station Data Target Point Same point number can be used several times Without new inputFREST\MEASURRE Mode GSI1403 Calculates the 3D station coordinates and orientation as Well as the standard deviation of the resultsOrient Standard deviation of the Orientation Or height as well as delete erroneous measured points Can also disable points from the calculation of positionDistance error Sequence number of the current pointEasting, Northing, Elevation Target coordinates used Top of the sketch shows the direction of Grid north. Configuration. The station point is in the centerGenerates a plot showing the measurement Sketch is true in angular but not true in distances. PointsFREST\ Configuration Leica TPS-System 1000 Programs-2.3.1en Northing EastingHeight of station Next Typical log file entry in the Free Station program Reference Line ΔSpat.dist ΔLineΔPerp.l Baseline Points Determine Base Points1403 Puoint no Change the theodolite face Exit the program Alpha Length of perpendicular Height reference pointΔPerp.lngth Spatial distance100 Line / α Height If set to Inter, the Line / a option isConfiguration Each modification of baseline Reference line is stored104 Remote Height Horizontal direction from the remote Measure Base PointPoint number of the base point Point to the base point107 Slope dist 109 REMHT\ Configuration Hidden Point Reflector 1 + Reflector Reflector 3 + ReflectorStart the Configuration Editor from the Measure dialog Measure ROD Configuration Measure Rod Horizontal direction to the hidden Point numberPoint Slope. Dist This manual describes the Area program of the TPS Area Computation of AreaSystem 1000 theodolite series Straight line 119 Than 180 200 gon ArcsEnsure the central angle of any arc is always smaller Three PointsSelect arc defined by 2 points and radius Exit the program Radius ArcAccept the input. Continue with dialog Measure Calculation Shows a plot of the present area Area results recording formatReturn to the dialog Results Set YES for dual-face measurement Code126 Point and end point, horizontal For each section of the area, startDistance and azimuth are stored 128 Sets of Angles Sets Menu Sets menu viewA new instrument station. The point number for Measure ModeMeasure First Set Targets must be entered in Dialog First SETALL Dist Measure Further Set ΔHz Calculate Mode Calculate Horizontal and Vertical SetsFormats and Data Recording Number of measurements and accuraciesCode Target number Average of all sets Directions averaged from all valid setsDifferences or residuals for the points observed More Information SETS\ More Info HZ139 Examples and used formulae MR= Σv² = ±2 1s-1 13-1 MM = = ±1MR= Σv² = ±2 MM = = ±1 PtNr Face Average face Average d = d a +II aUsed formulae and designations Start the Configuration Editor from the Sets Menu dialog Hz Tol Angle TolDeviation for one measurement Average horizontal and verticalAngles of all sets, the standard Standard deviation of an angle146 Traverse Traverse Menu Traverse menuNew traverse Select method of orientation Calculate Azimuth Enter Backsight Azimuth Occupy station 154 Traverse Point / Sideshot Point Close traverse 157 Number of traverse points Examples Codeblock with results of the traverse closureCode Length of traverse sum of legsPlot Return to the dialog Closure ResultsNo for the single measurement Mult Meas Set YES for the multipleMeasurement Input of code number for recordingDesired to achieve a higher accuracy or reliability. Multiple MeasurementMeasurement to a point can be repeated as often as Mean value of the measurements and the respective162 Instrument, the name of the data file Header line will contain the nameThis program, information about Date and time164 Local Resection LRES\ Station Data Target Points Station no LRES\ Configuration 170 Leica TPS 1000 series Road lineManual describes the program Road Line for Centre-line offsetFile name CRS?????.GSI File name ALN?????.GSIFile name PRF?????.GSI Permitted elements in the Hz-alignment StraightParabola Permitted elements in V-alignments StraightPermitted elements in cross sections Program concept Alignment Calculation program onlySelection of files Out or inspected in two dimensions. WithoutAlignment If no V-alignment is selected, points can only be setChecking files Are found, the inspection is aborted177 Program flow Element Cross sections Selecting points in the cross section Offset of the centre of the X-section Horizontal displacement centre-lineBy this amount Plot Returns to dialog Cross SectionStakeout ROADL\ Point CoordsSection Check ROADL\ X-SECTION Check Display of results ChainageResult of the road station and offset is stored Start the Configuration Editor from the Select ALN Files dialog189 Measurement 191 Data format Hz-alignment193 Data block Lasttmpl195 110002+00000000 Example S-line with a straight connection410001+Example1 00100000 73....+Tmpl0123Alignment V-alignment definition = V-alignment 198 72 = 00000NON 01142936 83..10+00422500 Example Crest and dip410001+Example1 +0VALIGNM +02091126 83..10+00415000Cross sections Aspect Chainage increasing202 Empty Road Data Entry program Leica ROADDATA.EXE for providing setting-out data filesUsing the ROADDATA.EXE program \roaddataCogo 206 Direc. Type Call up the Configuration-Editor Computes distance and direction between two points Search GivenCall up the function in the Cogo Menu dialog Southwest FromHoriz.Dist Computes a new point given a direction and distance TraverseFrom a known point Call up the function from the Cogo Menu Northeast Defining direction by magnetic bearingQuadrant Polar calculationAdd MultiplyDivide SubtractDefining direction by AzimuthDisplay of corrected Azimuth Display of entered Azimuth ref. toAccept displayed values and proceed to dialogue Traverse Entering horizontal distance Defining horizontal distanceHoriz Dist Call up of a distance which has beenCorrection Display of entered horizontal distanceEntering distance for a positive Entering distance for a negativeFollowing dialog box shows the result of the traverse Intersections Bearing-Bearing Intersection Call up the function from the menu IntersectionsStraight lines Configuration during Direc.TypeEnter quadrant First or second Enter magnetic bearing First orAzimuth if Azimuth is selected Configuration during DirecEnter bearing, mangnetic bearing resp TypeCOGO\BRG-BRG Results Bearing-bearing coordinates Bearing-Distance IntersectionSearch S1 and S2 YCOGO\ Bearing from Can be entered Enter quadrantThen the azimuth of the straight line Determining the direction by means of the functionEnter bearing, mangnetic bearing Selected in the configuration duringResp. azimuth if Azimuth is Entering radius Enter distance from pointCall up of a radius which has been COGO\ BRG-DIST Results Point 1 Y, X, radius Distance-Distance IntersectionPoint 2 Y, X, radius COGO\ Distance #1 from Enter distance from points COGO\ DIST-DIST Results Offsets Call up the function in the Cogo MenuBaseline End Point 2 Y Distance-OffsetBaseline Start Point 1 Y Lateral point 3 YCall up the function from the menu Offsets Following dialog box shows the results Offset Display lateral deviation/ordinate QOrthogonal point calculation Lateral point 3 coordinates Y242 Entering distance along baseline Using the function PolarEnter distance along baseline L Call up of a distance along baselineEntering lateral deviation/distance Stored using the function PolarEnter lateral deviation/distance from start Q From startDisplay of north coordinate Entering point number of the lateralDisplay of east coordinate Entering height optionalCircle centre coordinates Three Point ArcArc point 1 Y COGO\ First PT on ARC Following dialog box shows the results of the calculation Road Plus Alignment Definition Data Files250 Parameters of parabola Defined by chainage and height= crest + = dip Creating Data Files Program Overview Number of points in a cross sectionGetting Started ROAD+\ Configuration 255 List Help Conf Horizontal alignment file contains the following elements Negative offset Positive offset Cross Section DefinitionCross section Cut Cross section FillCross Section Assignment File Cross Section name Starting ChainageInterpolation along a cross section Cross Section InterpolationInterpolation between cross sections Superelvation governed by cross sections Superelevation/WideningCross Section D Full Superelevation Cross Section C Station Equation File File Checking Stakeout Using Horizon- tal Offset Preparing for the example265 266 Template SCLO Slope extends well beyond expected Catch PointTutor 35.000 16.700 500 030 TypCut 16.630 ROAD+\ Chainage & Offset Hght Offset Access the cross section options OffsetInterpolated Horizontal offset to apply to currentPrevious Element HorizontalInterpolated Stakeout and Record point Activates the stakeout program1403 Target no 00000 Dist 007 Height Stakeout Next point on Cross Section 276 Check Xsec Help 25.000 500 Easting 331.000 Northing 340.500 Elevation 31.200 Start Roadplus & Set Configuration Options Horizontal Offset Stake Out SummarySelect Alignment Files Horizontal file must be selectedSet offset value and select point to stakeout Stakeout the point Select new chainage Plan View Slope StakingCross Section +200.000 Centerline CL Offset Catch Point ΔXS Hgt DiffCatch Centr Help Plot 287 Slope Staking Menu Function Key Summary Reference Point 290 Following geometric elements are supported Data FormatsHorizontal Alignment Element Definition Declaration Alignment fileComments Example of a Horizontal Alignment Parabola length End of project Coordinate Km,H 00000EOP Vertical AlignmentTangent Coordinate Km,H to Coordinate Km,H Vertical Alignment File HeaderExample of a vertical alignment file Element Definition Cross SectionsGeometric elements supported Header of the cross section fileExample +TEMPLATEElements supported Definition Cross Section AssignmentsHeader of the Cross Section Assignment file +CRSASKER Header of the Station Equation file Station EquationsElements supported Data block for a station equation is structured as follows301 302 File Editor Creation of filesEditing files It is possible to insert also a new data setMenu Programs dialog Open fileStart program File Editor from the Main File Type Select type of file Coordinate, refer to chapterCoordinates Insert code block, see dialogCall function Insert Point Coordinates in menu Insert Record Goto start of file Goto end of fileSave Input of code number Call function Insert Code Block in menu InsertSequence number of current point InfoStart dialog Search in dialogs View / Edit File pages 307Insert new Header, see dialog File Id Job IdFile Type Insert Curve In, see dialog Radius StationEle Type Template315 Searching for station Start dialog Search in the dialogs View / EditDirection Forward Input of station chainage Search for station0VALIGNM Display for the vertical alignment file Insert Tangent Insert Circular CurveInput of parabola parameter Call function Insert Parabola in menu InsertParameter Input of elevationFile pages 317 Template Display of cross section file Cut/Fill ΔHz-DistSO Ht diff Slope ratioFile pages 322 Station Equation Input of job identificaton Display for the station equation fileAhead Sta. EqnBack Start dialog Search in dialogs View / Edit File Pages 326Cross-section Assignment CRS File Display of section assignment fileSelection of relevant cross section file Selection of template Input of start station for this templatePages 330 Station Input of station chainageMonitoring 334 Main menu Selecting points Measurement menu Points will be saved in the set measurement fileSelecting the points to be measured Timer selection Point measurement End monitoring Index 342 343 Transfer Section Check 184ISO standard 664901-2.3.1en