Userguide TMSApplications - Amberg Technologies

User guideTMS ApplicationsSurveying for tunnelling professionals12/04/2013 (Application version 3.33 / 5.0)

TMS Applications User guide© Amberg Technologies 2013

12/04/2013 (Application version 3.33 / 5.0)

Trockenloostrasse 21PO Box 27

8105 Regensdorf-WattSwitzerland

Phone: +41 44 870 92 02Fax: +41 44 870 06 18

[email protected], www.amberg.ch/at

Art.no. 10314

TMS Applications User guide

Table of ContentsPreface ................................................................................................................................... 51. Introduction ......................................................................................................................... 7

1.1. TMS Applications ..................................................................................................... 71.2. Installation of the software ....................................................................................... 71.3. Maintenance License ............................................................................................... 81.4. Software License ..................................................................................................... 91.5. Operation of the programs ..................................................................................... 111.6. Stationing vs. tunnel meter .................................................................................... 111.7. Introduction TMS ProScan (plus) .......................................................................... 121.8. Introduction TMS SetOut (plus) ............................................................................. 351.9. Introduction TMS SetUp ........................................................................................ 50

2. Project data ...................................................................................................................... 532.1. General information ............................................................................................... 532.2. Project files for TPS1100 ....................................................................................... 532.3. Project file for TPS1200/TS30/TM30 or TS15 ....................................................... 54

3. Operation of TMS ProScan (plus) .................................................................................... 553.1. Start of the program ............................................................................................... 553.2. Configuration ......................................................................................................... 563.3. Positioning ............................................................................................................. 603.4. Measuring with TMS ProScan (plus) ..................................................................... 633.5. Project data (plus) ................................................................................................. 813.6. Sequence of a measurement ................................................................................ 82

4. Operation of TMS SetOut (plus) ....................................................................................... 854.1. Start of the program ............................................................................................... 854.2. Setting out with TMS SetOut (plus) ....................................................................... 854.3. Log-file ................................................................................................................. 101

5. Operation of TMS SetUp ................................................................................................ 1035.1. Start of the program ............................................................................................. 1035.2. Position with TMS SetUp ..................................................................................... 1035.3. Log-file ................................................................................................................. 111

Glossary ............................................................................................................................. 113

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PrefaceCongratulations for the purchase of TMS Applications for the Leica TPS1100 andTPS1200/TS30/TM30/TS15 Professional Series Instrument.

Caution

Please observe the safety directions in the manual to your TPS1100 orTPS1200/TS30/TM30/TS15 system.

Note

Please read this user manual carefully before you use the TMS Applications software.

The manual is arranged in five parts:

Introduction

This chapter contains general information about working with TMS Applications. The readershould get an overview of the application methods.

Note

Please read the introduction carefully, before using the software.

Note

The described functions for TPS1200/TM30/TS30 are also for instruments with LeicaViva available.

Project data

The modules ProScan plus, SetOut and SetOut plus rely on Project data. The reader shouldget an overview of the necessary project data.

Operation of TMS ProScan (plus)

This chapter contains information about the operation of TMS ProScan (plus). All the dialoguesand functions are explained.

Operation of TMS SetOut (plus)

This chapter contains information about the operation of TMS SetOut (plus). All the dialoguesand functions are explained.

Operation of TMS SetUp

This chapter contains information about the operation of TMS SetUp. All the dialogues andfunctions are explained.

TPS1100 versus TPS1200/TS30TM30/TS15

The manual explains TMS Applications for the TPS1100 and the TPS1200/TS30TM30/TS15.There are minor differences in the operation between the total stations TPS1100 and

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TPS1200/TS30/TM30/TS15. In case of different operation, the following symbols are used inthe manual:

This information is only related to the TPS1100 instruments.TPS1100This information is only related to the TPS1200 and TS30/TM30 instruments.TPS1200This information is only related to the TS15-Leica Viva instruments.TS15 -

Leica Viva

The sketches in this manual have been prepared for the TPS1100, but are applicable as wellfor the TPS1200 or TS30/TM30/TS15 instruments.

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Chapter 1. IntroductionIn this chapter you will get general information about the range of possibilities with TMS Applic-ations.

Please read through this chapter carefully, before you start working with TMS Applications.

1.1. TMS ApplicationsTMS Applications is the on-board software of TMS.

The program TMS Applications is based on the following modules:

• TMS ProScan

• TMS ProScan plus

• TMS SetOut

• TMS SetOut plus

• TMS SetUp

Depending on the licence type, any combination of the individual modules can be supplied.

TMS Applications together with the software TMS Office builds a complete system for theautomatic guidance and profile measurement in tunnel and shaft construction.

TMSOffice serves to administer the project data (axis, theoretical profiles, control-points, etc..)and to evaluate the measurements.

Note

For more detailed information on TMS Office please read the appropriate manual.

1.2. Installation of the softwareBefore you can use the program TMS Applications, you must install the software on your instru-ment.

The program TMSAppl.prg must run together with the corresponding languagedata TMSAppl.lxx and be installed in the directory \TPS\APPL found on the

TPS1100

PCMCIA memory card. Alternatively the program can also be downloaded fromthe Survey Office from Leica.The program must be copied to the \SYSTEM directory on the memory card. Theprogram is named TMS.axx, where xx is the abbreviation for the language. Youcan have different language versions in the \SYSTEM directory simultaneously.

TPS 1200TS30/TM30

The program must be copied to the \SYSTEM directory on the memory card. Theprogram is named TMS.axx and includes all available languages. Other than for

T S 1 5( L e i c a -Viva) the TPS 1200 generation, the language of the TMS Application follows the Leica

Viva language settings. Additional Viva language can be uploaded within the Leica

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program. Make sure that the Viva language files are uploaded before the TMSApplications program file.

After the installation of TMS Applications, the software must be licensed by entering a licensekey. See Licensing for details.

Note

Please delete an old release of the TMS Applications software, prior to the installationof new release of the same software.

Note

The installation takes place as for all Leica on-board software. Please read the appropri-ate section in the manual of your TPS1100 or TPS1200/TM30/TS30 or TS15 system.

Note

For the work with a CS10/CS15 (Leica Viva) install the software also on your remotecontrol and input the licence key.

1.3. Maintenance LicenseTMS Application software is continuously improved and maintained. For updating to a newerversion of the application or installing it the first time, it is required to have a valid Maintenance& Service contract. The validity of the Maintenance & Support contract is verified by input of alicense code.

Input is similar for all modules:

• After starting TMS Applications, the main menu appears.

• Press F6 (LICEN), after that it will request the input of a license code.

• Enter the valid Maintenance & Support code for the instrument and continue with F1 (CONT).If the code is correct, the instrument is ready to input the license codes for the purchasedmodule.

• After the input of the maintenance code, the modules of the application are still marked tobe in demo mode. To unlock the full functionality it is necessary to input the license codesfor the modules (see next chapter).

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1.3. Maintenance LicenseTMS Applications User guide

Figure 1.1. Main Menu (Leica Viva)

Figure 1.2. Licence Menu / Example maintenance Code (Leica Viva)

For upgrade information contact your local distributor or Amberg Technologies AG ([email protected]).

To check the status of you maintenance contract press F4 (INFO).

1.4. Software LicenseAfter the first Installation of TMS Applications on your total station the individual modules mustbe accessed by the input of a license code.

Accessing is similar for all modules:

• After starting TMS Applications, the main menu appears.

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1.4. Software LicenseTMS Applications User guide

• Press F6 (LICEN), after that it will request the input of a license code.

• For each licensed module enter the valid code for the instrument and continue with F1(CONT). If the code is correct, the program is accessible immediately.


Figure 1.4. Licence Menu / Example Code (Leica Viva)

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1.4. Software LicenseTMS Applications User guide


After input of the license codes, the respective name of each module the current status isshown in parentheses (demo, time-limited or full). In the demo mode only reduced operationsare possible.

Licensing remains for each new installation. It is not necessary to input a new code.

If you would like to upgrade to a plus version, only the input of the new code is necessary (nonew installation).

For upgrade information contact your local distributor or Amberg Technologies AG ([email protected]).

You can find the software license agreement under the following link:

http://www.amberg.ch/at/index.php?id=192&L=0

1.5. Operation of the programsThe operation of the program is made by dialogues and function keys.

The dialogues are developed in such a way that the user is led logically through the programs.In principle each dialogue can be left with ESC. However if adjustments are made, this is rejec-ted.

If another Leica built-in function is used in TMS Applications, then refer to the appropriatemanual.

1.6. Stationing vs. tunnel meterIn principle in tunnel construction there is a distinctive difference between stationing and tunnelmeter data.

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1.5. Operation of the programsTMS Applications User guide

http://www.amberg.ch/at/index.php?id=192&L=0

The stationing is based in each case on the project data, and is always defined by means ofstationing.

In a tunnel drive, however tunnel meter is commonly used. This is defined mostly in terms ofdriving direction and distance from the beginning of the tunnel.

In TMS Office it is possible to define by a stationing equation the starting point for the tunnelmeters and a direction of travel (with or against stationing).

Note

TMS Applications can now be selected to work with either stationing or tunnel meters.All dialogues are then adapted depending upon requirements.

Note

In this manual, stationing will always be used. However if the option tunnel meter is se-lected, the corresponding explanations are applicable.

Note

In case a shaft project is loaded on the total station, shaftmeter instead of tunnelmeteris used.

1.7. Introduction TMS ProScan (plus)1.7.1. BasicsThe on-board application program TMS ProScan (plus) scans surfaces fully automatically inthe reflectorless distance mode. The results are automatically stored on the memory card.

TMS ProScan (plus) has standard measuring sequences and procedures, which will easilyguide even an inexperienced user through the correct operation and to accurate results.

There are two versions of the software available:

TMS ProScan

The software TMS ProScan provides powerful functions for automatic measurement. Theprocessing may be made in the Office with TMS Office (module TMS PROfit) or any othersoftware which accepts the measurements files.

TMS ProScan plus

The software TMS ProScan plus in addition to the standard functions of TMS ProScan providesa direct evaluation of vertical and tilted profiles on the instrument from tunnel and shaft meas-urements.

In this case the project data is defined with the TMS Office prior to the measurements andstored in special project files on the memory card.

The project data is stored in different GSI-files.TPS1100

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1.7. Introduction TMS ProScan (plus)TMS Applications User guide

The project data is stored in one XML-file.TPS1200The project data is stored in one XML-file.TM30/TS30The project data is stored in one XML-file on PC card of the total station.TS15The project data is stored in one XML-file on PC card of the remote controller.CS15/CS10

The measurements of TMS ProScan plus can of course also be processed as with TMS Pro-Scan.

The additional functions, which are only available in TMS ProScan plus are marked in thismanual with the symbol plus.

1.7.1.1. Post processingThe evaluation of the results is simple and fast with the software TMS Office.

TMS Office is designed for the data format of TMS ProScan (plus). It reads and interprets allthe recordings, which have been executed with TMS ProScan (plus) and allows straight-forwardprocessing of the profile measurements. It additionally features tailor-made functions and cal-culations, which are adapted to the needs of underground construction.

For further information about TMS Office please see the appropriate manual. Documentationis available from you local dealer.

1.7.1.2. Theoretical principalsBefore an automatic measurement with TMS ProScan (plus) can be started, it needs to beconfigured to your requirements. This section explains the basics and describes the optionsavailable with the software.

It is separated into the following different topics

Measuring method

Different pre-definedmeasuring sequences allow the optimal measurement of surfaces accordingto the requirements.

Rotation method

During an automatic measurement, a sequence of single points are acquired and measuredat a selected interval. The rotation method definition varies according to what interval is entered.

Positioning method

The determination of the position of the instrument is required in the automatic sequence ofthe program. Define the configuration. According to the positioning method the instrument po-sition is determined.

Additional functionality of TMS ProScan plus

The integration of project data allows additional functionality (e.g. direct evaluation in the field).

You will find on the subsequent pages an overview of the various options available with TMSProScan (plus).

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1.7.1. BasicsTMS Applications User guide

1.7.2. Measuring method1.7.2.1. Vertical, horizontal and tilted profilesA profile is measured in the instrument plane. This profile is usually called the reference profile.Subsequent to the measurement of the reference profile, parallel profiles can be measuredfrom the same instrument station. The following sketches show an overview of the differentpossibilities.

Figure 1.6. Vertical profile

A vertical profile is measured in the instrument plane.

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1.7.2. Measuring methodTMS Applications User guide

Figure 1.7. Horizontal profile

A horizontal profile is measured in the instrument plane.

Figure 1.8. Tilted profile

A tilted (inclined) profile is measured in the instrument plane.

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1.7.2.2. Parallel profilesSeveral profiles are measured from the same instrument position. These profiles are parallelto each other. The following sketches show an overview of the different types of parallel profiles.The measurement can be made on both sides of the instrument. During the measurement,profiles in a positive direction are measured first. The measuring range and sequence are ex-plained on the next page.

Figure 1.9. Vertical profiles

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Figure 1.10. Horizontal profiles

Figure 1.11. Tilted profiles

Required parameters for parallel profiles

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Figure 1.12. Parameters for parallel profiles

The following parameters are required for the measurement of parallel profiles:

Distance from instrument to the first profile (negative if left of the instrument)aDistance from instrument to last profile (can be negative)bInterval (between two profiles)cTolerance (only measurements within the tolerance are stored)d

Measuring range for parallel profiles

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Figure 1.13. Range for parallel profiles

Themeasuring range for parallel profiles depends on the geometry and structure of the surfaceto be measured. With uneven surfaces, it is recommended to reduce the measuring range. Ifthe defined measuring range is too large, significantly more points will need to be measuredand the measurement will take a long time.

Measuring sequence for parallel profiles

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Figure 1.14. Measuring sequence for parallel profiles

Explanations for two example cases:

No correct measurement can be taken (hidden point). After e.g. 5 incorrect readings,the measurement is continued with the next point.

a

Measurements 1 and 2 are out of tolerance. The third measurement is correct andstored.

b & c

1.7.2.3. Polar profilesFrom the same instrument position, several profiles are measured in different directions. Thefollowing sketches show an overview of the different types of polar profiles.

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Figure 1.15. Vertical polar profile

A complete vertical profile is measured.

Figure 1.16. Sequence of vertical polar profiles

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From the same instrument position, several of such vertical profiles are measured with differenthorizontal angles.

Figure 1.17. Horizontal polar profile

A complete horizontal profile is measured with a fixed vertical angle.

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Figure 1.18. Sequence of horizontal polar profiles

From the same instrument position, several of such horizontal profiles are measured with dif-ferent vertical angles.

1.7.2.4. SurfaceA surface is measured in a pre-defined grid (X-interval and Y-interval).

Figure 1.19. Surface measurement

The four corner points (P1 to P4) need to be identified and measured manually at the beginning.Subsequently the surface is scanned automatically in the selected interval.

During the measurement, the position of the points to be measured is continuously computedwith the following formula:

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• The number of scan lines is calculated: ((distance [P1-P4])+(distance [P2-P3])/2) / Y-interval

• In each scan line the measured points are dispersed in such a manner that the definedvalue for the X-Interval is achieved as accurately as possible.

1.7.2.5. String (manual measurement)A sequence of points (called String) is measured from one instrument station. Each point ofthe string needs to be aimed and measured manually.

Figure 1.20. String measurement

This method allows the measurement of profiles (e.g. steel support arches), which could notbe measured with an automatic method since the points do not describe a regular plane or theinstrument cannot be placed exactly in the plane of the profile. For strings measurement ofparallel profiles in a sequence is not possible. End each individual profile then return back tothe main menu and restart a new measurement.

There are two possibilities to start a new string:

• Press SHIFT-button and F5 (NEWPR)

• Press ESC-button (measurement mode is left back to main menu) and enterMeasure again

Such measurements can be imported in TMS Office and be processed as normal profiles.

plus Since for each measured point the stationing, offsets from the centreline and deviationfrom the theoretical profile are shown on the display this method can also be used for manualchecks of specific points of interest for underprofile / overprofile.

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1.7.2.6. Replication measurementAfter the measurement of a profile (vertical, horizontal or tilted) a replication measurement canbe done.

Measurement of all subsequent profiles is made with identical vertical and horizontal anglesas defined in the previous measurement. The orientation of the instrument is set by the softwareat the beginning of the measurement and all subsequent horizontal angles are adjusted.

During the replication mode, the parameters (Setup) and the step cannot be altered.

Switching On

After the measurement of a profile (vertical, horizontal or tilted), the instrument can be switchedto the replication mode with F5.

Switching Off

Key F5 in the configuration switches Off the replication mode.

Example:

In the vertical profile below, the step has been adjusted during the measurement in order tohave more dense point spacing in the critical corners.

Figure 1.21. Step adjustment

In the replication mode, all the subsequent profiles are measured with the same vertical angles.This produces the same point spacing in the corner areas.

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Figure 1.22. Replication measurement

1.7.3. Rotation methodThe rotation method defines how the spacing between two subsequent points is defined.

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1.7.3. Rotation methodTMS Applications User guide

1.7.3.1. Angle

Figure 1.23. Angle

The spacing between the measured points is defined by an angle. The angle can be adjustedduring the measurement at any time.

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1.7.3.2. Distance

Figure 1.24. Distance

The spacing between two subsequent points is defined by a distance on the surface.

Measuring principle with distance spacing

• From the two preceding points A and B, the program computes the theoretical position ofthe next point C' and measures towards this direction.

• A measurement in direction C' results in a distance reading to point C.

• This procedure is repeated: From B and C the point D' is computed and finally D measured.

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Figure 1.25. Principle distance spacing

1.7.4. Positioning method1.7.4.1. Absolute PositioningWith an absolute positioning the instrument is always set to absolute coordinates.

The determination of the instrument position is made with well known methods:

• Orientation. Setup total station on a known survey control point and measurement to othercontrol point(s).

• Orientation. Setup total station on a known survey control point and enter known azimuth(only TPS1200/TS30/TM30/TS15/Viva)

• Free station / Resection

• Free station Helmert (only TPS1200/TS30/TM30/TS15/Viva)

• Free station with TMS SetUp (only for TS15/Viva)

TMS ProScan (plus) is integrated with functions and dialogues of the Leica standard programs.

Note

For details to these programs please refer to the Application Programs ReferenceManual for the Leica TPS System.

The following sketches show an overview.

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1.7.4. Positioning methodTMS Applications User guide

Figure 1.26. Free Station / Resection / TMS SetUp

The instrument is established on any point. The position of the instrument is determined by ameasurement on 2, 3 or 4 target points.

For 3 or 4 target points the program Free Station should be used. With a measurement fromonly 2 targets, use the program Resection.

For a position with 3 target points or more without the input of a point ID the program TMSSetUp should be used.

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1.7.4. Positioning methodTMS Applications User guide

Figure 1.27. Orientation

The instrument is setup on a known survey control point. With a measurement of 1 or 2 surveycontrol points (targets), the orientation of the instrument is calculated.

1.7.5. Additional functionality of ProScan plusProject data (plus)

The software TMS ProScan plus provides additional functions for the direct evaluation on thebasis of project data. The specific project data is defined first in TMS Office and then exportedto project-files (GSI-format for the TPS1100 / XML-format for theTPS1200/TS30/TM30/TS15/Viva). These files are copied to the memory card into the directory\TMS. If the directory does not exist, create a new TMS directory on your card. The projectdata is therefore available for processing directly during the measurement. This results in anincreased productivity and reduced delay for the data processing. With this extended functionfor TMS ProScan plus, it is also possible to detect problem areas immediately.

Alignment perpendicular to axis (plus)

The instrument is aligned perpendicular to the axis (situation and longitudinal profile).

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1.7.5. Additional functionality of Pro-Scan plus


Figure 1.28. Alignment perpendicular to axis

Measurement at exact stationing (plus)

Define the location of the parallel profile with a stationing value.

Figure 1.29. Measurement at exact stationing

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Direct evaluation in the field (plus)

• Direct numerical evaluation during the measurement in real-time.

• Graphical evaluation of the measurements immediately after the measurement (near-real-time).

• Immediate detection of problem areas and visualisation with the help of the red-laser (un-derprofile).

1.7.5.1. Project data (plus)For the project data of TMS ProScan plus the same principles are applied as for the modulesSetOut and SetOut plus. For further information please read the Chapter 2, Projectdata on page 53.

1.7.5.2. Alignment perpendicular to axis (plus)The automatic alignment to the centreline ensures that the profiles are taken perpendicular tothe axis.

Prerequisites

The following criteria need to be fulfilled in order to use this function:

• The centreline must be defined (and loaded) with situation and longitudinal profile for allabsolute positioning methods (Free station, Resection or Orientation).

• Only the measuring methods vertical profile or tilted profiles are supported.

• All positioning methods, except NoPos are supported.

If the above conditions are fulfilled, the alignment is made automatically after the positioning.

1.7.5.2.1. Procedure with XY-positioning method

For the XY-positioning the project axis must be visible. The direction for the alignment is de-termined by a measurement to two points, which are situated parallel to the centreline.

In the position dialogue, the function key F3 starts the program function for the measurementof these two points.

The point with the smaller stationing should be measured first.

The alignment of the instrument is made perpendicular to the two measured points.

Note

It is recommended to align the instrument prior to the determination of the X- and Y-offset.

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1.7.5.2.2. Procedure with other positioning methods

For all absolute positioning methods (Free station, Resection or Orientation) the software cal-culates the instrument coordinates first. The footer point computation perpendicular to thecentreline results in the values for the stationing and for the horizontal and vertical offset of theinstrument relative to the axis.

After the positioning, the instrument is automatically aligned perpendicular to the axis.

1.7.5.2.3. New perpendicular alignment

During the measurement the instrument can be re-aligned at any time perpendicular to thecentreline SHIFT + F5.

1.7.5.3. Measurement at exact stationing (plus)Parallel profiles can be measured at an offset distance from the instrument or alternatively atan exact fixed stationing.

Prerequisites

• The axis information (situation and longitudinal profile) must be loaded and valid.

• The instrument must be positioned.

• An absolute positioning (free station, resection or orientation) method must be configured.

1.7.5.3.1. Vertical profiles

If the conditions are fulfilled, vertical profiles are measured perpendicular to the situation. Forthe measurement of the base profile, the instrument automatically aligns perpendicular to thesituation. All profiles are measured in a vertical plane. If a parallel profile is out of the definedstationing in situation, it is measured parallel to the base profile.

1.7.5.3.2. Tilted profiles

Tilted profiles are measured perpendicular to the axis (situation and longitudinal profile). Forthe measurement of the base profile, the instrument automatically aligns perpendicular to theaxis (situation and longitudinal profile). If a parallel profile is out of the defined stationing insituation, it is measured parallel to the base profile.

1.7.5.4. Direct evaluation in the field (plus)Prerequisites

In order to use the direct evaluation function, the following conditions must be fulfilled:

• The axis information (situation and longitudinal profile) must be loaded and valid.

• The instrument must be positioned.

• If over/under break computations need to be made, the correct theoretical profile must beloaded.

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• One of the following measuring methods must be set:

• Vertical profile

• Tilted profile

• String (manual measurement)

• An absolute positioning (free station, resection or orientation) method must be configuredand the instrument properly positioned.

1.7.5.4.1. Numerical direct evaluation

For each measured point, the stationing, the horizontal offset (X-Offset), the vertical offset (Y-offset) and the deviation to the theoretical profile is shown.

1.7.5.4.2. Graphical direct evaluation

The graphical direct evaluation can be done during or after the measurement of several parallelprofiles.

Note

At least one point must be available in the profile in order to start the direct evaluation.

1.8. Introduction TMS SetOut (plus)1.8.1. BasicsTMSSetOut (plus) enables automatic excavation control andmapping in the tunnel construction.Two versions of the program are available:

TMS SetOut

The program TMS SetOut serves for the automatic setting out of interval points (single pointor sequence of points). Each point can thereby be placed over the definitions for the deviation(lateral, in which height).

This process is summarised in the Section 4.2.8, “Standalone” on page 100.

TMS SetOut plus

Additional to the above mentioned functions the following "Tasks" are available with TMSSetOut plus:

• installation of drilling pattern

• installation of arches

• visualization of the breakout profile

• setting out of the drilling carriage for jet grouting and grout umbrella

• positioning of radial bolts

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1.8. Introduction TMS SetOut (plus)TMS Applications User guide

• alignment laser

• profile control

The different tasks are defined in the TMS Office and exported into a project file (GSI-formatfor the TPS1100 / XML-format for the TPS1200/TS30/TM30/TS15/Viva). The exported datamust be saved on the memory-card in the directory \TMS.

The program TMS SetOut plus can be used either from a mobile station (e.g. on a tripod) orfrom a stationary fixed installation (e.g. on a console).

With both application types all operations are possible via the remote control unit RCS1100(for TPS1100) or RX1220 (for TPS1200) or CS10/15 (for TS15). Communication to the instru-ment is made either by cables or radio.

Stationary employment

The instrument is installed in or before the tunnel by the surveyor.

After the establishment of the instrument, users (i.e. foreman) without specialist survey know-ledge can work independently with the instrument.

The instrument position and orientation before each mapping is controlled by the establishmentof a survey control point. If the instrument is outside of defined tolerances, the foreman can nolonger work. Then the instrument must be re established by the survey for quality assurance.

For stationary employment the following components are recommended:

TS15TPS1200/TM30/TS30TPS1100NoNoYesTCPS 26NoYesNoTCPS 27NoYesNoTCPS 28YesYesNoTCPS28B (Viva)YesYesNoTCPS29 (Viva)

NoNoYesRCS 1100NoYesNoRX 1220NoYesNoCS15 (Terminal Mode)YesYesNoCS 15 (Viva)YesYesNoCS 10 (Viva)

• independent power supply

• cable connection for the power supply

The details for a successful installation are explained in the next section.

Mobile employment

The instrument is used from a tripod. It is operated by a user with surveying knowledge.

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1.8.1. BasicsTMS Applications User guide

By the mobile employment it is possible for the surveyor to accomplish a direct setting out fastand efficiently without disturbing the construction process.

1.8.2. Installation for stationary employmentThe details for a successful installation of the instrument are as follows:

• Install a construction (e.g. console) for the attachment of the instrument.

• Place the structure of the instrument onto the tripod.

• Attach the external power supply and the radio modem.

• Put in the cable connections.

• Level the instrument.

• Preparation by the surveyor.

Tips

• Pay attention to a stable support for the instrument. Vibrations can affect the position of theinstrument.

• The instrument should not be too far away from where the points to be set out need to beinstalled (accuracy). However one should not disturb construction. In practice in the rangefrom 20m to 100m distance from the tunnel face will work effectively.

• If the instrument is installed in a heading subject to blasting, it is absolutely necessary toinstall a safety measures against fly rocks.

• If the instrument is within the working area of the excavation crew, sufficient signallingshould be installed (e.g. turning light), in order to avoid damage by construction vehicles.

• Install the cables in such a way that they cannot be torn off so as to avoid defects due tocable connections.

Note

All components of the system concern electrical components. Appropriate care and at-tention in relation to the system must be established with ALL users.

1.8.3. Preparation by the surveyorOnce the instrument is installed as in the previous section, it must be established by the sur-veyor.

The details are as follows:

• Switch on the instrument and the remote control.

• Operate the instrument with the remote control. If no connection exists, please read theappropriate Leica manual, in order to correct the problem.

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1.8.2. Installation for stationary employ-ment


• Start SetOut plus.

• Load the appropriate project data.

• Check the general setup.

• Create the list of the current users.

• Position the instrument and address a survey control point (survey control point only withstationary employment).

• Establish the configuration and offsets of the tasks.

The instrument is now operational. The surveyor can now undertake mapping or hand thesystem over to the foreman.

Tips

• If the instrument is used by users without surveying knowledge, ensure that in GeneralSettings the Production Mode is active. Otherwise it is possible for the foreman to leavethe program or inadvertently change the settings.

• For quality assurance it is recommended to establish an active survey control point meas-urement with ATR (only possible with model TCRA or TCRP/TM30/TS30/TS15). It is thennot necessary for any "Interpretation" by the foreman as to whether the laser points exactlyto the survey control point.

• TMS Applications must be in the autostart of the TPS to ensure the program is started afterthe instrument is switched on if a power failure occurs directly. This is selected in the con-figuration dialogue of your TPS system under the menu item Autostart and the programTMSAppl. Please read the appropriate manual regarding this setting.

• Make sure that each user knows his password. If codes are changed ensure that all theappropriate users are informed.

1.8.4. Basics for the automatic setting outThe automatic setting out is based on active control of the stationing.

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1.8.4. Basics for the automatic settingout


Figure 1.30. Control of stationing

During the automatic setting out the control mode is active as follows:

1. The instrument is directed toward the theoretically computed point (point 1).

2. A range finding is accomplished.

3. The program computes the measured stationing.

4. The instrument turns on the point projected at the measured stationing.

5. A comparison is made between the computed stationing and the measured stationing andrepeated until the difference is within the set tolerance (point 2).

1.8.5. Tasks in TMS SetOut plusIn the previous section there are some fundamental explanations to the configurations.

In the following sections examples by tasks and their explanations are to be described. Thefollowing tasks are shown:

• Position of arches

• Contour

• Grout tube umbrella

• Radial rock bolt

• Blast pattern

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1.8.5. Tasks in TMS SetOut plusTMS Applications User guide

• Alignment laser*

• Profile control**

This task can be always implemented. It is not defined in the TMS Office.*This task can be only implemented, if TMS ProScan plus is licensed and is used with theTPS model TCRA or TCRP or TM30/TS30/TS15.

**

Note

The name settings of the individual tasks depend on the definitions entered in TMSOfficeand are not universally valid.

The following are examples to offer an overview of the possibilities of TMS SetOut plus.

The tasks can be accomplished both by the administrator or the foreman (user without admin-istrator rights).

Note

The configurations for the tasks shown in the example are only recommendations andnot universally valid.

1.8.5.1. Positioning of arches

Figure 1.31. Arch

40


1.8.5.1.1. Activity and solution

An arch with known geometry is to be installed about the tunnel axis. The intention is to buildthe arch at a precise stationing, vertical and in the correct transverse slope. The solution is toselect and set out representative points for the arch. These points must be clearly identifiableon the arch. For example this can be achieved with the help of a template of known geometry.Another possibility is if all the arches are manufactured in the same place with accurately re-cognisable welding seams. However in order to clearly and accurately identify the point it isrecommended to work with targets.

1.8.5.1.2. Definition of the points in TMS Office

The points to be set out in the field must be defined in TMSOffice. The arch geometry is treatedlike a theoretical profile and target points are defined (e.g. vertex point). If you work with tem-plates, you can refer template geometry by means of offsets (radial, horizontal, vertical). Defineonly so many points as are necessary for the precise positioning of the arch. The sequence ofthe points should be selected in such a way as used during the mapping. If the arch should beset out on the real 3D-Tunnelmeter a heading definition in TMS Office is required.

1.8.5.1.3. Configuration of the task

passiveControlModreflectorlessEDM ProgxTolerancexNumIteratmanualSetOutModexWait TimestandardLoop ModeverticalVertModefrom projectTSlopeModexTSlope (%)

data does not have an influencex

1.8.5.1.4. Procedure for the mapping

• Enter the planned stationing of the arch.

• Select/confirm arch type and the group.

• Start the instrument at the first point.

• Shift the arch until the laser points to the target and so the arch is perpendicularly to thetunnel axis.

• Around the stationing of the arch a range finding will check for the target released.

• The display shows the measured stationing and the theoretical stationing of where the archshould stand. The instrument may not be adjusted against the measured stationing, sincethe arch should be built in a specific position.

41


• The arch is now shifted along the axis, until the stationing is correct.

This procedure is repeated itself for each point. The move to the next point is made manually.The whole positioning of the arch is an iterative process, since by the shift along the axis possiblythe position does not remain perpendicular to the axis.

1.8.5.2. Contour

Figure 1.32. Contour


To indicate the theoretical break out profile on the tunnel face so that the foreman can set outthe next round. The slope of the break out profile is not indicated. The solution is to indicatethe individual points which represent the theoretical profile as close as possible. So that thepoints at the tunnel face can be indicated, they should be provided with a offset (usually radially).


The theoretical break out profile is defined by points with regular spacing. If the tunnel geometrydemands known points to be marked up (corner points of a rectangle), these points are alsodefined to be set out. The spacing of the points is selected in such a way that the outbreakprofile is clear. Too many points can delay the work routine. The sequence of the points shouldfollow each other (e.g. from left to the right), with no irregular behavior of the instrument.


activeControlModreflectorlessEDM Prog

42


depending upon default, rather small (e.g.1cm)Tolerance5NumIteratautomaticSetOutMode3Wait TimereturnLoop ModeverticalVertModenoneTSlopemodexTSlope (%)

data does not have influencex

1.8.5.2.4. Procedure of the mapping

• The instrument starts the first point and activates automatically a range finding.

• The program compares the measured and the theoretical stationing.

• The instrument is corrected automatically for the measured stationing.

• This operation is repeated until either the point lies within the given tolerance, or the definednumber of iterations is completed.

• If the point was found successfully, then the laser shines continuously and the point canbe marked.

• If the maximum permitted iterations are accomplished without identifying a point within thetolerance the laser flashes at regular intervals. The point should not be marked.

• After the adjusted waiting period the instrument will move to the next point.

• Since the loop mode is set as return, the instrument starts all points in reverse order afterthe last point again. However no iteration is accomplished, since now admits the actualmapping elements are known.

• You can in this way again control the points.

43


1.8.5.3. Grout umbrella

Figure 1.33. Grout umbrella


To accurately align the holes for a grout umbrella. The first step of a grout umbrella is to setout the points for the grout holes. Then the drill carriage must be aligned and the entire umbrellaset out in the transverse slope. Setting out the starting points is executed similar to indicatingan outbreak profile. To align the basic principles of the arch positioning apply for the drill carriage.The main difference is that the point for the adjustment of the drill carriage is not directly defined,but lies on a vector from the starting point to the end point of the drill hole.


In TMS Office pairs of points are defined (starting point and end point of the drill hole). So thatthe point for the adjustment is found faster, the length of the drill carriage is entered.


active / passiveControlModreflectorlessEDM Progdepending upon default, rather small (e.g.1cm)TolerancexNumIteratmanualSetOutModexWait TimestandardLoop Mode

44


verticalVertModefrom projectTSlopemodexTSlope (%)



Starting points are set out similarly to the outbreak profile.

The adjustment of the carriage happens nearly similar to the arch places. The difference liesin the fact that after a check measurement on the target of the drilling carriage the instrumentis corrected to the measured stationing.

Note

Depending upon length of the grouting tube the dip must be considered.

1.8.5.4. Radial rock bolt

Figure 1.34. Radial rock bolt


To set the starting points of radial rock bolts without consideration of the transverse slope ofthe tunnel. For this work a lifting platform or a ladder is normally necessary. However theforeman can now decide with the instrument where the next point is to be made.

45



The points are defined on the theoretical profile. In each case the direction vector is computedperpendicular to the theoretical profile.


activeControlModreflectorlessEDM Progdepending upon default (rather large)Tolerance5NumIteratmanualSetOutModexWait TimenoneLoop ModeverticalVertModenoneTSlopemodexTSlope (%)



This takes place similar to setting out a break out profile, with the difference that the foremancan determine when the next point is to be indicated.

Note

The points must be made on the tunnel wall and not on the face and this has an influenceon the instrument position. The instrument should be directly in the sight of the pointswhich are to be marked otherwise they may be covered by the irregularities of the tunnelsurface.

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1.8.5.5. Blast pattern

Figure 1.35. Blast pattern


The start points for the drilling of the blasting pattern are to be set out by the instrument. Duringdrilling the points are marked with the red laser.


The starting points are defined in TMS Office relative to the tunnel axis. Points of the ring canbe used to define the theoretical profile.


activeControlModreflectorlessEDM Progdepending upon default (rather large)Tolerance5NumIteratmanualSetOutModexWait TimenoneLoop ModeverticalVertModenoneTSlopemodexTSlope (%)

47




Similar to indicating an outbreak profile, only that the points are not marked with colour.

1.8.5.6. Alignment LaserThe instrument can also be used as an alignment laser. For example to control a tunnel boringmachine. As point of origin the position of the instrument is measured taken in each case.

The end point can be given by the following methods:

• Manual input of the end point coordinates

• Import of one point from the fixed point file

• Measurement on a target, coordinates are used as an end point

The laser automatically locates itself every 10 seconds into the target position. Therefore theinstrument in this mode should not be turned manually.

Pressing F4 (STNG) at any time will give the current stationing measurement. Hold a targetinto the laser beam to obtain a measurement at that point.

1.8.5.7. Profile controlWhen profile control is activated, profiles can be measured, evaluated in the field and, if desired,stored.

This function is only available when:

• the instrument Model TCRA is installed.

• TMS ProScan plus is licensed on the instrument.

it is possible to measure reflectorless or with prism.

For profile control a theoretical profile can be loaded as a comparison.

Procedure:

• Start task

• Set EDM program to reflectorless or infrared

• Set the correction type (disc or pole), prism type and theoretical profile in the setup dialogue

• infrared: Hold the prism into the laser beam (or use the joystick function)

• infrared: Press DIST to start the lock mode

• infrared: The prism is now automatically locked by the system

• Check single points with DIST

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• Store the measurement with ALL

1.8.6. StandaloneFigure 1.36. Standalone

With the help of the function Standalone you can automatically set out the project axis or pointsequences defined relative to the project axis.

The type of configuration contains similar settings as for the tasks, with the exception that thecontrol mode is always active, i.e. the point search is activated with automatic iteration and theloop mode is off. Additional it is possible to set out points with a prism pole height for the EDMmode infrared.

Note

When worked with a transverse slope it must be noted that the entire system is shifted,i.e. if the project axis is set out on the invert, it will be shifted parallel.

Differently mapping types are to you at the disposal, in order to mark points out concerning theproject axis:

• Stationing and vertical offset: Setting out points along the axis, which are transferredfrom the axis horizontally.

• Stationing and horizontal offset: Setting out points along the axis, which are transferredfrom the axis vertically.

• Stationing and height: Setting out points along the axis at an absolute height.

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1.8.6. StandaloneTMS Applications User guide

• Vertical and horizontal offset: Setting out points on the tunnel face, which are transferredto the axis horizontal and vertically.

• Absolute point: Setting out one point with absolute coordinates.

• Reference line: Setting out points as a reference line.

1.9. Introduction TMS SetUp1.9.1. BasicsThe on-board application program TMS SetUp (Leica VIVA) is able to do a resection setup ofthe instrument without the input of the point IDs of the measured target points. The position isset at the instrument and stored to the working job.

Note

TMS SetUp needs a valid control job with known target points for the position. This jobcan be created in the TMS Office Software or on the instrument. Target point files inDBX format are supported.

Note

For validating the calculated position by displaying a Station/Tunnelmeter, TMS SetUpneeds a valid TMS ProScan project or TMS SetOut project loaded. The project must beloaded in the TMS ProScan or TMS SetOut applications on the instrument. This job canbe created in the TMS Office Software. If no project is loaded, the position can be valid-ated by displaying the point ID of a point the laser points to.

Figure 1.37. TMS SetUp Application TS15 (Leica-Viva)

1.9.2. Absolute PositioningWith an absolute positioning the instrument is always set to absolute coordinates.

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1.9. Introduction TMS SetUpTMS Applications User guide

As a result of this method, after the measurement to the target points (max. 8 points) the positionof the instrument is calculated as Resection Helmert and the calculated instrument position isstored as known instrument coordinates. The orientation is set to the last measured point andstored as backside point. The orientation is stored together with the measured points for TMSOffice. TMS Office re-computes the orientation for this instrument position, using the backsightpoint.

Note

For further information please read the Chapter 5,Operation of TMS SetUp on page 103.

The following sketch shows an overview.

Figure 1.38. Free Station / Resection / TMS SetUp

The position of the instrument is determined by a measurement to 3-8 target points with knowncoordinates.

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1.9.2. Absolute PositioningTMS Applications User guide

52

Chapter 2. Project data2.1. General informationIn order to be able to use the programs TMS ProScan plus, TMS SetOut and TMS SetOut plus,the project data needs to be entered. This data is defined in TMSOffice and exported afterwards.

The following table shows what data is used for which program.

SetOut plusSetOutProScan plus for shaft (onlyTPS1200/TM30/TS30/TS15)

ProScan plus fortunnel

Yes*Yes*Yes*Yes*SituationYes*Yes*NoYes*Longitudinal profileYesYesNoYesTransverse slopeYesNoYes*Yes*Theoretical profileYesNoYesYesTheoretical sectionsYes*NoNoNoDefinition of the tasksYes*Yes*Yes* (TMS SetUp)Yes* (TMS SetUp)Target points

* Minimum necessary data

It is not essential that all data is present. If you wanted to work without the transverse slopeyou need not enter any data for the transverse slope.

The appropriate project-files must be loaded on the memory card in the /TMS directory. Targetpoints (Control job) must be stored in the DBX folder on the SD card.

2.2. Project files for TPS1100In this section the individual GSI files are described. The name of the file is entered in TMSOffice before it is exported. For a project 5 indications are available.

xxxxxsit.gsi

Contains all information about the situation of the project axis.

xxxxxlpr.gsi

Contains all information about the longitudinal profile (gradient) of the project axis.

xxxxxxsl.gsi

Contains all information about the transverse slope of the project axis.

xxxxxtpd.gsi

Contains all information about the theoretical profiles.

xxxxxtsc.gsi

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Contains all information about the sections of the theoretical profiles.

xxxxxtsk.gsi

Contains all information about the tasks.

Caution

The TMSProscan (plus) shaft direct evaluation function is only for TPS 1200 / TS30/TM30/ TS15 available.

2.3. Project file for TPS1200/TS30/TM30 orTS15For the TPS1200/TM30/TS30 or TS15, the project data is exported from TMS Office into asingle XML-file. All project data are structured in XML-syntax. The file has the extension .XML.

Caution

The files may not be edited manually. Otherwise no warranty for the system can begiven. Efficient support is also made more difficult for the manufacturer.

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2.3. Project file forTPS1200/TS30/TM30 or TS15


Chapter 3. Operation of TMS ProScan(plus)Please find in this reference section the information about the operation of the software TMSProScan (plus).

It is recommended to first read the introduction in order to get an overview of the differentfunctions and methods.

3.1. Start of the programGo through the following steps to start the program:

• Switch on the TPS Instrument.

• Ensure to have the correct measuring file / measuring job selected.

• TPS1100: Press the button PROG

TPS1200: Select from the Main Menu screen 2 Programs...

TS15: Select from the Main Menu screen 1 Go to work... 4 Survey +...

• Select TMS Applications from the selection shown.

• Depending on the licences you have, there are different modules available.

• Select ProScan or ProScan plus from the list.

After the program start the main menu appears.

3.1.1. Functions in the main menuConfiguration

In the configuration the parameters which control the measurement and the positioning areset.

Position & Measure

This function automatically guides you first throughPositioning and then throughMeasurement.This function is always used after establishing the instrument on a new position.

Measure

This function allows the execution of additional automatic measurements with TMS ProScan(plus) from the same instrument position. If you intend to use other parameters for the meas-urement, you must change the settings in the configuration before entering into this function.

Project data (plus)

55


The project data is loaded automatically during the program start (if the required files areavailable on the memory card in the directory \TMS). The status of the project data is shownin brackets:

• Not loaded: No project data is loaded.

• Project ID: The project with the ID shown is loaded.

3.1.2. Close TMS ProScan (plus)TMSProScan (plus) automatically changes some settings for the automatic profile measurementto the requirements of TMS ProScan (plus) and TMS Office. For example, reflectorless rangefinding, REC-Mask, switching On the red laser, possible switching Off the compensator andothers.

Note

Please quit TMS ProScan before switching Off the TPS system. This will ensure allsettings are restored.

Note

If the instrument is switched Off while in the program TMS ProScan (plus), it is highlyrecommended to check all the settings for the measurement and recording afterswitching it On again.

3.2. ConfigurationDifferent parameters which control the behaviour of the software are set in the configurationof TMS ProScan (plus). These settings only have an influence on the application TMS ProScan(plus).

In the configuration, the following function keys are available:

F1 stores the current configuration and closes the configuration dialog.

F5 de-activates the replication measurement. This key is only active after invoking the replicationmode.

The following settings can be made in the configuration:

3.2.1. Pos. modeSelect here, how the instrument is positioned.

Free station (only TPS1100)

The instrument is established at any location and the instrument coordinates are determinedwith the measurement onto at least three known survey control points.

Resection (only TPS1100)

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3.1.2. Close TMS ProScan (plus)TMS Applications User guide

The instrument is established at any location and the instrument coordinates are determinedwith the measurement onto exactly two known survey control points.

Orientation (only TPS1100)

The instrument is established on a known survey control point. With a measurement onto atleast one other known survey control point, the orientation of the horizontal angle is determined.

Absolute Positioning (only TPS1200/TS30/TM30/TS15)

Select the list entry "Absolute Position" on the TPS1200, if you want to setup the TPS1200with one of the integrated methods. The specification of the method is done later in the posi-tioning sequence.

TMS Setup (only TS15 - Leica Viva)

Select the list entry "TMS SetUp" on the Leica Viva instrument if you want to setup the TS withthis setup method. The configuration of the method is done on the configuration page of theSetUp module.

For further information please read the Chapter 5, Operation of TMS SetUp on page 103.

No positioning

No dialogue for automatic positioning of the instrument is shown and no positioning measure-ments will be automatically stored to the measurement-file. The profile measurement is storedwith the currently set coordinates of the total station.

Note

If you have selected this method, it is not possible to recalculate the instrument positionlater in the TMS Office software.

3.2.2. Meas. modeSelect here which of the automatic measuring methods are to be used.

Vertical Profile

Measurement of vertical profile(s). One profile is always measured through the instrumentplane, optional measurement of parallel profiles.

Horizontal Profile

Measurement of horizontal profile(s). One profile is always measured through the instrumentplane, optional measurement of parallel profiles.

Tilted Profile

Measurement of tilted (inclined) profile(s). One profile is alwaysmeasured through the instrumentplane, optional measurement of parallel profiles.

String

Manual measurement of specific points.

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3.2.2. Meas. modeTMS Applications User guide

Vertical Polar

Measurement of several vertical profiles from the same instrument position in different directions.

Horizontal Polar

Measurement of several strings of points. Each string is measured with a fixed vertical angleand changing horizontal angle.

Surface

Measurement of a surface.

Note

When a vertical shaft project is loaded, only the measurement modes String and Hori-zontal Profile are available.

3.2.3. SurveyorPlease enter the name of the surveyor.

3.2.4. Next Position No.Enter the number of the next position. Each position contains one or more profiles. The itemnumber is increased by one automatically on the basis of the last measured position.

3.2.5. KM modeTunnelmeter

The value of the tunnel meter is shown in all displays (see Section 1.6, “Stationing vs. tunnelmeter” on page 11).

Stationing

The value of the stationing is shown in all displays (see Section 1.6, “Stationing vs. tunnelmeter” on page 11).

3.2.6. NormalizeThe measured Y coordinates of the profile points will be reduced on the longitudinalprofile. That makes sense if the theoretical profiles are defined perpendicular on thelongitudinal profile.

Yes

The measured Y coordinates of the profile points will be handled as vertical coordin-ates. that makes sense if the theoretical profiles are defined in vertical direction.

No

3.2.7. Accuracy settingsThe accuracy settings are available for Leica TS 15.

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3.2.3. SurveyorTMS Applications User guide

Depending on the selected accuracy settings Low, Middle and High, measurement speedcan be significantly increased. The drawback of higher measurement speed is reduced accuracyof the point position in Low or Middle mode.

Different measurement modes will use different accuracy for the telescope position and EDMmodes for the profile measurements.

To have the same accuracy as for TPS1200 instruments with TS 15 select the High accuracymode.

Note

For TPS1200 the accuracy settings are shown but Proscan will always use the Highmode for measurements.

• Telescope position

• Precise: The instrument will turn exactly to the calculated angles of measurement point.

• Fast: The instrument will turn with lower accuracy to the calculated angles, resulting ina less uniformly measured profile

• Measurement mode (EDM)

• Fast: The instrument will measure a new point always after the telescope position isfully reached. Angle and distance measurement are made at the same position.

• Tracking: The measurement can measure a new point during the movement of thetelescope. Angle and distance measurement may not be made precisely at the sametime and position

Time required vs. Highmode (TPS1200)

EDM ModeTelescope PositionMode

Accuracy mode

35 %TrackingFastLow80 %FastFastMiddle100 %FastPreciseHigh

3.2.8. CompensateThe compensator is switched On during the automatic measurement. This may slowdown the measurement.

On

The compensator is switched Off during the automatic measurement. This can accel-erate the automatic measurement.

Off

During the manual measurement and in the positioning dialogues, the compensator is in themode as it has been established in the TPS base configuration.

3.2.9. Ignore compensator errorThe setting is available for Leica TS 15.

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3.2.8. CompensateTMS Applications User guide

Depending on the selected setting Yes, No the software will stop the profile measurement incase the compensator runs out of tolerance (in case your compensator in the setting 3.2.6 ison).

In case you measure profiles on a very unstable ground the instrument will stop and you haveto press the OK button to continue the measurement. In case the ignore compensator warningis switched Yes the software will suppress this warning automatically. The instrument continuesthe measurement but the point with the compensator error is not stored in the DBX File. Thiscan be used to get only points with high accuracy in case you measure on unstable groundunder time pressure. Recommended is to have the compensator warning always No.

3.3. PositioningTMS ProScan (plus) guides you during the sequence of automatically measuring profilesthrough positioning of the instrument. The basics about positioning are explained in the intro-duction. In principle there are the two positioning methods absolute positioning and relativepositioning.

3.3.1. Absolute positioningThe positioning is slightly different between the TPS1100 and the TPS1200/TS30/TM30/TS15

Note

For the details of the positioning program please refer to the Application ProgramsReference Manual for the TPS System.

3.3.1.1. TPS1100Please configure in TMS ProScan (plus), which positioning method to be used. TMS ProScan(plus) subsequently calls the standard positioning routines of the TPS1100. Depending on theselected method, one of the following dialogues is shown:

3.3.1.1.1. Free Station

TMS ProScan (plus) calls the program "Free station" from the standard TPS1100 programs.

Limitation

For processing with TMS Office, the number of targets is limited to 4. Please do not measuremore than 4 target points.

3.3.1.1.2. Resection

TMS ProScan (plus) calls the program "Resection" from the standard TPS1100 programs.

3.3.1.1.3. Orientation

TMS ProScan (plus) calls the two programs "Set station" and subsequently "Orientation andheight transfer" from the standard TPS1100 programs.

Limitation

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3.3. PositioningTMS Applications User guide

For processing with TMS Office, the number of targets is limited to 2. Please do not measuremore than 2 target points.

3.3.1.2. TPS1200/TS30/TM30/TS15If you want to use the absolute positioning with the TPS1200/TS30/TM30/TS15, you must selectthe positioning modeAbsolutePosition or TMSSetUp (only for TS 15 Viva) in the configurationof TMS ProScan (plus). In the positioning sequence prior to the start of the profile measurement,you will then be prompted to select the correct method. Please read below the handling of theavailable methods in TMS Office.

3.3.1.2.1. Known Azimuth and Known BS Point

As a result of this method, the coordinates of the current instrument position are stored togetherwith the measured points for TMSOffice. All measured horizontal angles are stored as azimuth.

3.3.1.2.2. Ori & Ht Transfr

As a result of this method, the measurements to the backsight points (max. 2 points) are storedtogether with the measured points for TMS Office. This method requires, that all the points(backsight points and standpoint of the total-station) are stored in the database of survey pointsin TMS Office. TMS Office re-computes the orientation for this instrument position, using thebacksight points.

3.3.1.2.3. Resection and Resection Helmert

As a result of this method, the measurements to the reference points (max. 4 points) are storedtogether with the measured points for TMS Office. This method requires, that all the referencepoints are stored in the database of survey points in TMS Office. TMS Office computes theinstrument position (coordinates and height) based on the free-station method with robustcompensation.

Note

TMS Office makes no distinction between the two methods for the resection measure-ment. The resulting instrument coordinates may vary slightly in TMS Office comparedthe result of the on-board resection computation.

Note

If you wish to use the coordinates as computed on-board in TMS Office, you must dothe position of the TPS1200 outside of TMS ProScan (plus). Select in this case thesetting NoPosition in the configuration of TMS ProScan (plus).

Note

Please ensure, the measuring file is selected PRIOR to the start of the positioning. Ifyou change the measuring file while TMS applications is running, it is possible, that notall the necessary information is stored to the file. Subsequent processing of the meas-urements might be impossible.

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3.3.1. Absolute positioningTMS Applications User guide

3.3.1.2.4. TMS SetUp (Only for TS 15 Viva)

As a result of this method, after the measurements to the target points (3 - 8 points) the positionof the instrument is calculated as Resection Helmert and the calculated instrument position isstored as known instrument coordinate. The orientation is set to the last measured point andstored as backsight point. The orientation are stored together with the measured points forTMS Office. TMS Office re-computes the orientation for this instrument position, using thebacksight point.

Note

For further information please read Chapter 5, Operation of TMS SetUp on page 103.

3.3.1.3. General (TPS1100 and TPS1200/TS30/TM30/TS15)Please observe the following requirements for the operation:

• Always store the measurements for the positioning to the GSI-File (with REC or ALL).

• Please follow the dialogues and complete the program fully. If the program is aborted, notenough correct readings are stored in order to use them or the positioning computationlater.

• Always SET the instrument position at the end of the dialogue.

• It is not mandatory to STORE the result of the positioning to the GSI-file (function keySTORE).

• After the measurement of all the targets and the computation of the instrument position andorientation, confirm any warnings with F4 and continue with F1 until the program shows thedialogue for the automatic measurement.

3.3.2. Relative positioning3.3.2.1. XY-Positioning (1 or 2 axis)Please first read the page on the principle sign rules. Depending on the selected configuration,not all of the fields are shown.

F2 executes a distance measurement and fills out the measured values in the correspondingfields. This function key is only available if the cursor is located in the fields dX Axis or dY Axis.

F3 (plus) starts the function for automatic alignment perpendicular to visible axis.

Sight dir.

Defines the sight direction of the instrument:

The stationing is increasing to the right (side of memory card).WithThe stationing is increasing to the left (side of vertical axis dial).Against

Stationing

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3.3.2. Relative positioningTMS Applications User guide

Enter the stationing value (distance on the centreline from a given zero point). This value needsto be measured with additional tools (e.g. tape measure).

dX Axis 1

Enter the horizontal offset from the first centreline to the instrument.

dY Axis 1

Enter the vertical offset from the first centreline to the instrument.

TransSlope 1

Enter the transverse slope of the first axis. This value is required during the processing withTMS Office for the rotation of the theoretical profile around the centreline. The input of thetransverse slope is always in percent [%].

dX Axis 2

Enter the horizontal offset from the second centreline to the instrument.

dY Axis 2

Enter the vertical offset from the second centreline to the instrument.

TransSlope 2

Enter the transverse slope of the second axis.

LongSlope

Enter the longitudinal slope of the centreline. This value is used during the processing withTMS Office for the height reduction of a vertical profile perpendicular to the longitudinal slope.The input of the slope is always in percent [%].

Note

This field is shown only for the measuring method, vertical profile.

Base Hz

All the profile measurements are projected during the processing with TMS Office to this direc-tion. Ensure the instrument is exactly perpendicular to the centreline when leaving the positioningdialogue.

3.4. Measuring with TMS ProScan (plus)3.4.1. PrinciplesBefore a measurement is started the basic parameters in the configuration must be set andthe positioning sequence gone through . Only after having done this can an automatic meas-urement be started. plus Be sure the right project data is loaded.

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3.4. Measuring with TMS ProScan(plus)


Note

Avoid a manual obstruction of the program controlled rotation.

All the measurements are stored automatically to the job-file, which has been defined in theinstrument setup.

Depending on the configuration and the current mode of the instrument, various function keysmay be available or not. At any time, all the function keys which are available are shown onthe display.

3.4.2. Screen display during the measurementThe contents on the display may be different, depending on the selected configuration.

3.4.2.1. TPS1100Example of a screen display during the measurement (Numerical direct evaluation, plus).

Figure 3.1. Direval TPS1100

3.4.2.2. TPS1200Example of a screen display during the measurement (Numerical direct evaluation, plus).

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3.4.2. Screen display during themeasurement


Figure 3.2. Direval TPS1200

The following information is always shown:

• PosNo

Number of the instrument position. This number will be increased by 1 on every new instru-ment station. It can be set to another value in the configuration.

• MeasNo

Number of the current measurement. This number will start with 1 on a new instrumentposition.

• PtNo

Number of the current measured point. This number will start with 1 for every newmeasure-ment.

• Step

Spacing between two subsequent measured points. The spacing is expressed either withan angle or a distance. The rotation direction is shown with a sign:

increasing angle+decreasing angle-

3.4.2.3. TS 15 (Leica Viva)Example of a screen display during the measurement (Numerical direct evaluation, plus).

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3.4.2. Screen display during themeasurement


Figure 3.3. Direval TS15 (Leica-Viva)

Example of a screen display during the measurement (Graphic direct evaluation, plus).

Figure 3.4. Profile TS15 (Leica Viva)

3.4.3. Variable display of valuesThe measured values are shown in one of the following formats. The desired information canbe chosen with F6.

Polar coordinates

Current horizontal angleHzCurrent vertical angleVLast measured slope distanceSlopeDist

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Cylinder coordinates

Current horizontal angleHzLast measured horizontal distanceHorizDistLast measured elevation difference between vertical axis of instrument andmeasured point

ElevDiff

Cartesian coordinates

Last measured easting coordinateEastLast measured northing coordinateNorthLast measured elevationElev

Direct evaluation plus

Stationing value of measured pointStationingVertical offset of measured point relative to centerlineY-Offsetabove axis+below axis-Horizontal offset of measured point relative to centerlineX-Offsetright of axis+left of axis-Offset of measured point relative to theoretical profileDeviationover profile+under profile-Distance from the measured point to the defined centre point of shaft (only forshaft projects)

Center pointdistance

If a measured point can not be computed against the centerline (e.g. because point is outsideof defined situation or no theoretical profile is available), no information is shown.

The computation takes some time. This slightly reduces the measuring speed (1-2 points lessper minute). These calculations are executed only if this display is active.

Note

In order to increase the measuring speed we recommend to switch, by F6, to anotherdisplay for automatic measurements.

3.4.4. Function keysThe function keys are separated into the following parts:

• Adjustment of rotation step

• Operation before and after automatic measurement

• Operation during automatic measurement

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3.4.4. Function keysTMS Applications User guide

• Operation in paused measurement

• Parameter for parallel profiles

• Operation after measurement of parallel profiles

• Operation of measuring method string

• Graphical direct evaluation (plus)

• Setup of measuring parameters

3.4.4.1. Adjustment of rotation stepThe numeric keys are used to control the spacing of the step within the profile measurement.

The step is expressed here as a percent value of the maximum step:

• from key 1 = 10% to key 9 = 90%

• key 0 = 100%

The keys can be used in the Stop mode as well as during the automatic measurement.

Note

During the automatic measurement, the keys are not checked continuously. It may takea while until the key stroke is recognized by the program.

Note

The spacing can not be adjusted for all of the measuring methods.

3.4.4.2. Operation before and after automatic measurementBefore starting the automatic measurement or after such a measurement has been stoppedthe following function keys are available:

• F1 Starts the automatic measurement with the current parameters.

• F2 Executes one distance reading (Single point) for which a text can be entered.

• F3Opens the dialogue Setup. In this dialogue all the parameters for the current measuringmethod and rotation method are set.

• F4 This function is not available for a replication measurement. Depending on the selectedmeasuring method, parallel profiles or the next polar profile is measured. This function isonly available if at least one point has been measured in the current profile.

• F5 Adopt the current profile for the replication measurement. This function is only availableafter the measurement of a profile in the instrument plane (vertical, horizontal or tilted).

• F6Changes the information format of the measured values. See preceding page for details.

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• SHIFT F2 Enter the names: Name of the instrument position and name of the currentmeasurement.

• SHIFT F5 plus It is possible at any time during the measurement of a base profile to re-align the instrument perpendicular to the centreline if valid project data is loaded.

• SHIFT F6 plus Starts the graphical direct evaluation. In the graphic all the measured pointsof the current profile are shown.

• ESC To end the current measurement, press ESC.

3.4.4.3. Operation during automatic measurementAfter having launched an automatic measurement with Start, the following function keys areavailable:

• F1 Stop the automatic measurement.

• F2 Pause the automatic measurement.

Note

During the automatic measurement, the keys are not checked continuously. It may takea while until the key stroke is recognised by the program.

3.4.4.4. Operation in paused measurementAfter having paused an automatic measurement (with Pause), only the following key is available:

• F4 Resume the automatic measurement.

3.4.4.5. Parameter for parallel profilesIf the measurement of parallel profiles is started with F4 after a profile measurement (vertical,horizontal or tilted profile) , the parameters are requested to be entered for the measurementof parallel profiles.

Stationing plus

The computed stationing of the instrument position. This information is for reference only andcan not be altered.

RndType

Choose here according to which method will define the location of the parallel profiles.

The range definition is made with distance relative to the instrument position.Relativeplus The definition is made with absolute stationing.Absolute

TPS1200/TS30/TM30/TS15

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plusDefine an ASCII file (outside of TMSOffice) with the stationings of the desiredprofiles. Save the ASCII file under the name stationing_list.txt in the TMSfolder on the CF card.

Stng fromfile

BegDist

Input the distance where the first parallel profile needs to be measured. Enter anegative value for distance to the left (vertical dial side). Enter a positive value fora distance to the right (memory card side).

Relative

plus Enter the smallest stationing, where a profile needs to be measured. Thestationing can also be obtained by starting a distance measuring.

Absolute


plus Enter the smallest stationing, where a profile needs to be measured. Thenthe program checks with the stationing list where profiles should be measured.

Stng fromfile

EndDist

Input the distance, where the last parallel profile needs to be measured.Relativeplus Enter the largest stationing, where a profile needs to be measured. You canalso get the stationing by starting a distance measuring.

Absolute


plus Enter the largest stationing, where a profile needs to be measured. Then theprogram checks with the stationing list where profiles should be measured. Allprofiles situated in the interval are measured.

Stng fromfile

Interval

Input the interval between two subsequent parallel profiles.

Tolerance

Input the tolerance of the measurement in the parallel profile.

ModifyBase

For the measurement of the parallel profiles, the program always uses the shapeof the reference profile (in the instrument plane) for the projection into the parallelplane. The number of points to be measured is always identical.

No

The program adopts continuously the shape with the new measured points in theparallel profile. If a point can not be measured in one parallel profile, the numberof points to be measured is reduced accordingly in the subsequence profile.

Yes

CloseProf

Because the section below the instrument can not be measured in the reference profile, thispart of the vertical profile needs to be treated separately.

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The program interpolates the straight line between the first measured point andthe last measured point of the reference profile with the selected interval andmeasures these points additionally in the parallel profiles.

Yes

No additional measurement is made in the parallel profiles.No

Base Hz

This is the current base angle, which is used for the projection of the parallel profiles.

3.4.4.6. Operation after measurement of parallel profilesAfter the completion of the measurement with several parallel profiles, the following dialogueis shown:

Back to main menu

Ends the current measurement. Subsequently, the measurements are not available for furthergraphic direct evaluation.

More parallel profiles

Select this option, if additional parallel profiles need to be measured. Subsequently, the dialoguefor the definition of the measuring parameters is shown. The previously measured plus thenew parallel profiles are available for direct evaluation.

Direct evaluation

Select this option to start the graphical direct evaluation. The subsequent dialog shows theavailable profiles (including the base profile) in a list from which you can select. Additionally,the theoretical profile can be selected.

F1Starts the computation. The duration of the computation depends on the number of measuredpoints and the complexity of the centerline (number and geometry type of segments). After thecompletion of the computation, the graphic is shown.

3.4.4.7. Operation of measuring method stringA manual profile measurement can be accomplished both reflectorless and with reflector. Forthe measurement with a prism the instrument model TCRA is necessary.

3.4.4.7.1. Reflectorless measuring

The operation during the string measurement is very similar to the normal measuring use ofyour instrument. The following function keys are available:

• F1 A distance measurement is made and together with the angles the result is stored to afile (similar to the sequence DIST REC)

• F2 A distance measurement is made and the result is shown on the display. No data isstored to the file

• F3 The last measurement is stored to the file

• F4 Changing from reflectorless measurement to infrared measurement

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• F6 Changing between the different displays

The dialogue provides the possibility to enter a comment (text) to a point. Such measurementsare identified automatically as a single point in TMS Office.

3.4.4.7.2. Measuring with prism

Press F4 (SETUP). The following Adjustments are available:

EDM Prog

Measures the point of the profile by reflectorless measurement.ReflectorlessMeasures the point of the profile by Infrared.Infrared

Reflector

Depending which EDM program is chosen. It shows the active prism. The default value for in-frared is the Leica circular prism.

Corr Typ

Measurement of points with a prism stick. Correction is attached perpendic-ularly.

PrismHeight

Measurement of points covered with prism disk. Correction is attached radially(perpendicularly to the theoretical profile). This is not available for a verticalshaft project.

PrisRadius

Corr Val

Depending upon the prism height or radius of the prism disk.

Select from the list with F3 the prism used.

For the measurement with infrared the additional function F5 (NAVIG) in the measuring dialogueis available.

NAVIG

Switches on the LOCK to the prism. From now on the prism is pursued automatically.F2Switches on the compass.F4Giving it the horizontal direction and the vertical angle, where the instrument is toshow.

F5

Switches to Joystick functionality.F6

Note

Read for the specification of the functions F4, F5 and F6 in the appropriate Leicamanual for the TPS1100 or TPS1200, TM30,TS30,TS15 System.

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3.4.4.8. Graphical direct evaluation (plus)

3.4.4.8.1. Display

The theoretical profile line is shown as a horizontal straight line. The vertical axis on thegraphic represents the deviation between the measured surface and the theoretical surface.(The measured line above the horizontal axis indicates overprofile).

3.4.4.8.2. Selection of measured point

Select with the cursor (vertical line) the measured point.

5 points to the left.F21 point to the left.F31 point to the right.F45 points to the right.F5

3.4.4.8.3. Display on the TPS1100/TPS1200/TS15(Leica Viva)

Figure 3.5. Display TPS1100

Figure 3.6. Display TPS1200

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Figure 3.7. Display TS15 Graph (Leica Viva)

Figure 3.8. Display TS15 Profile (Leica Viva)

3.4.4.8.4. Scaling factor

TPS1100

Three scaling factors are available for the deviation from the theoretical profile:

• SHIFT + F2 1 pixel = 0.010 m



The scale on the axis is always drawn with the same interval:

74


Interval = 2.0 mHorizontal ax-is:

Interval = 0.1 mVertical axis:


It is possible to Zoom In and Out in the vertical axis (Deviation from theoretical profile):

• SHIFT + F3 Zoom In (+)

• SHIFT + F4 Zoom out (-)

The size of the interval on the vertical axis is indicated as a numerical value on the display.The interval on the horizontal axis is always 2.0m.

3.4.4.8.5. Information line

The lower part of the graphic shows an information line with the following results:

• Point number / number of points

• +/- Deviation (over/underprofile)

• Stationing

3.4.4.8.6. Functionality

The following additional functions in the graphic dialogue are available:

With the help of this buttons you can go to the next measured profile in headingdirection or against heading direction (available after parallel profile measurement).

A r r o wUp/Down

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Figure 3.9. Next / Before profile

For the selected point the program detects if the area is under or over profile.Subsequently it visualises continuously the complete region of under or over profile

SHIFT +F5

point aiming alternatively at the beginning and end of the region. This is executeduntil the user presses STOP with F1.

76


Figure 3.10. Visualize section

Note

The instrument shows only the first and the last point of the region. The instrument alwaysrotates in the shortest direction to the destination point. The red laser is switched offduring the rotation.

Changes the theoretical profile. After the change, the graphic is re-computed andre-drawn.

SHIFT +F6

Closes the graphic direct evaluation. Subsequently another measured profile (incase of parallel profile measurements) or theoretical profile can be selected.

F1

3.4.4.8.7. Functionality

The following additional functions in the graphic dialogue are available:

With the help of the red laser the instrument shows the actual position of the se-lected point (see cursor).

F6

77


Figure 3.11. Show single point

For the selected point the program detects if the area is under or over profile.Subsequently it visualises continuously the complete region of under or over profile

SHIFT +F5

point aiming alternatively at the beginning and end of the region. This is executeduntil the user presses STOP with F1.

78


Figure 3.12. Visualize section

Note

The instrument shows only the first and the last point of the region. The instrument alwaysrotates in the shortest direction to the destination point. The red laser is switched offduring the rotation.

Changes the theoretical profile. After the change, the graphic is re-computed andre-drawn.

SHIFT +F6

Closes the graphic direct evaluation. Subsequently another measured profile (incase of parallel profile measurements) or theoretical profile can be selected.

F1

3.4.4.9. Setup of measuring parametersIn the Setup the parameters which are required for the current configuration are set.

The Setup is only available for the following measuring methods:

• Vertical Profile

• Horizontal Profile

• Tilted (inclined) Profile

• Vertical polar

• Horizontal polar

Depending on the current configuration not all of the parameters are required.

79


During the establishment the following function keys are available:

• F1 Saves the current values and returns back to the measuring dialogue.

• F2Measures the actual angle value and fills it out in the current field (Function only availablein angle fields).

Note

Any of the values may be altered even if some points in the current measurement havealready been measured. The values are however only considered if they are relevantfor the continuation of the current measurement.

Please find the explanations to the different values on the following page.

Step Type (Rotation method)

The spacing between two subsequent points is defined by the angle at the instru-ment.

Angle

The spacing between two subsequent points is defined by the distance on thesurface.

Distance

Step Angle

Input the maximum spacing angle (equivalent to 100%).

Step Dist

Input the maximum spacing distance (equivalent to 100%).

Direction

Defines the direction of the measurement:

The rotation is made in the direction of increasing angles.IncreasingThe rotation is made in the direction of decreasing angles.Decreas-

ing

Rng Active

The measurement is made only between the beginning and the end angle.YesThe measurement is made without stop. The settings for the beginning and endangle are not considered. This means as well, that the instrument will not rotateto the beginning angle at the start of the measurement.

No

V Begin

Input the vertical angle of the first point to be measured in the profile.

V End

Input the vertical angle of the last point to be measured in the profile.

Hz Begin

80


Input the horizontal angle of the first point to be measured in the profile.

Hz End

Input the horizontal angle of the last point to be measured in the profile.

V Tilt

Inclination of the tilted profile from the vertical (Zenith angle). plus This field can be edited only,if the project data is not loaded. Otherwise, the program calculates the value and displays ithere.

Hz Step

Input the (horizontal) angle between two vertical profiles. Only for Polar Vertical method.

V Step

Input the (vertical) angle between two horizontal profiles. Only for Polar Horizontal method.

The table below shows which parameter can be defined in the establishment, depending onthe measuring method which is currently configured.

Horiz. PolarVert. PolarTilted ProfileHoriz. ProfileVert. ProfileYesYesYesYesYesStep TypeYesYesYesYesYesStep AngleYesYesYesYesYesStep Dist.YesYesYesYesYesDirectionNoNoYesYesYesRng ActiveYesYesYesNoYesV BeginYesYesYesNoYesV EndYesYesNoYesNoHz BeginYesYesNoYesNoHz EndNoNoYesNoNoV TiltNoYesNoNoNoHz StepYesNoNoNoNoV Step

3.5. Project data (plus)To work with TMS ProScan plus, the project data is necessary on the TPS. These are definedpreviously in TMS Office and exported to the memory card. The project data is loaded intoTMS ProScan plus and can be edited afterwards if necessary. If no project data is loaded oranother project should be loaded select in the main menu project data. If still no project isloaded, then a selection of all projects existing on the memory card appears. The followingfunctions are available:

• F3 (LOADP) Load project

• F4 (FILES) Load project files

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3.5. Project data (plus)TMS Applications User guide

• F5 (ThPro) Choose theoretical profile

• F6 (RESET) Project reset

3.5.1. Load projectSelect the desired project and continue with F1 (CONT) or ENTER.

Note

Only project are shown in the list for which the corresponding files for situation, longitud-inal profile and theoretical profiles are available.

The project is loaded now into the internal memory of the instrument. This can take someminutes depending upon project. Subsequently an overview of the project data appears. It isindicated whether the project files are valid and for which range of information they are present.

3.5.2. Load project filesIt is possible to replace individual project files manually with project files from another project.However it is not recommended to change individual files since this can lead to complications.The following file types can be replaced:

• Tasks

• Situation

• Longitudinal profile

• Transverse slope

• Theoretical profile definitions

3.5.3. Choose theoretical profileFrom the list define which theoretical profile is to be used for the comparison with the measure-ments. If a section definition for the theoretical profiles in the TMSOffice was made it is availablehere.

3.5.4. Project resetPress F6 (RESET) to reset the entire project. No more project data can be attached in the in-ternal memory.

3.6. Sequence of a measurementThese instructions are applicable for the operation of TMSProScan (plus) for most requirements.Of course they may eventually need to be adjusted for the specific measuring job.

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3.5.1. Load projectTMS Applications User guide

3.6.1. Get ready for the measurementBefore a measurement can be done, the following must be carried out:

• The instrument must be establishment at the correct location and leveled.

• The correct parameters need to be defined in the Configuration of TMS ProScan (plus).Select Configuration from the main menu.

• plus The correct project data must be loaded.

• The positioning of the instrument must be done. Select Position & Measure from the mainmenu.

3.6.2. Automatic measurementVertical, horizontal or tilted profile(s)

1. Check the parameters in the SETUP.

2. Start the measurement of the profile. The automatic measurement can be stopped at anytime and (if required) be restarted at another point.

3. After having measured the complete profile, you have the following three possibilities:

ESC End the measurement. All the points have been stored to the GSI-file automatically.

F4 Continue with the measurement of the parallel profiles. Input any additional requiredparameters.

F5 Switch to the replication mode. The measured angles from the current profile are storedand will be used for all the subsequent profiles (until the replication mode is switched Offagain).

Vertical or horizontal polar

1. Check the parameters in the SETUP.

2. Start the measurement of the profile. The automatic measurement can be stopped at anytime and (if required) be restarted at another point.

3. After the measurement of a complete profile the instrument rotates to the next profile. Inthe next profile, the same possibilities for the control are available.

Surface

1. Measurement of the four corner points P1 to P4 in a sequence is requested. Ameasurementis always executed with F2. ESC returns to the previous point at any time. But in this casethe measurement of the current points needs to be done again.

2. Enter the interval:

X-Interval: Input the distance in X-direction (P1 to P2) between two points.

Y-Interval: Input the distance in Y-direction (P1 to P4) between two points.

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3.6.1. Get ready for the measurementTMS Applications User guide

3. Start The measurement with F1. The surface will be measured automatically.

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3.6.2. Automatic measurementTMS Applications User guide

Chapter 4. Operation of TMS SetOut(plus)This section contains all the information for the operation of TMS SetOut (plus). Please firstread the introduction to get an overview of all the operation methods.

4.1. Start of the programProceed as follows, in order to start the program:

• Switch on the TPS Instrument.

• Ensure to have the correct measuring file / measuring job selected.

• TPS1100 Press the button PROG

TPS1200 Select from the Main Menu screen "2 Programs...

TS15 Select from the Main Menu screen "1 Go to work... 4 Survey +...


• Depending upon your licensing, different program modules are available.

• Select TMS SetOut or TMS SetOut plus from the list.

4.2. Setting out with TMS SetOut (plus)In this section only the operation of TMS SetOut plus is shown.

TMS SetOut has reduced functionality compared with TMS SetOut plus. However all functionsfor TMS SetOut are covered by the dialogues described for TMS SetOut plus.

Note

For the operation of TMS SetOut it is recommended to read the relevant sections forthe appropriate functions from TMS SetOut plus.

4.2.1. Login4.2.1.1. General informationAfter starting the program the dialogue Login appears (If you switch Login Active to YES).

In principle two user types are differentiated between:

• User with surveying knowledge (administrator): A user with administrator rights can accessthe full functionality of the program.

85


• User without surveying knowledge (e.g. foreman): A user without administrator rights hasreduced functionality. The system security is also more pronounced.

Note

To improve the readability of the manual only the terms Administrator and Foreman willbe used. However it should be noted that a user without administrator rights does nothave to be a foreman.

4.2.1.2. Expiration Login• Select with the arrow keys the desired user names and continue with F1.

• Afterwards enter the code and confirm with Enter. Continue with F1.

• If the code was accepted, the Main menu appears.

4.2.2. Main menuDepending on whether a user with or without administrator rights has logged in the main menuwill appear differently.

4.2.2.1. Main menu (administrator)General Setup

For making valid settings for the whole program.

User Management

To add, delete or edit a user.

Positioning

Positioning the instrument with the Leica standard techniques (Free station, Resection or Ori-entation). The survey control point is set or controlled from here.

Project Data

Load the Project data needed for the mappings. If a project is loaded the name is indicated inparentheses.

Tasks

Select from a list of tasks. This dialogue corresponds to the main menu of the foreman (seebelow).

Standalone

Leads through Setting out of individual points around the project axis . By entering offsets theshifted points can be set out relative to the project axis.

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4.2.2. Main menuTMS Applications User guide

4.2.2.2. Main menu (foreman)The main menu for the foreman contains the possible tasks. These are:

• Alignment lasers

• Profile control (if activated by the administrator)

• All tasks defined by the administrator in TMS Office

4.2.3. General SetupPower Login

Start the program with a user login dialogue. The instrument checks control pointafter user leaving task menue and login new. The user doesn't have to enter thecode when changing to another task.

Yes

No user login dialogue is used to open the program.No

Login Active

Start the program with a user login dialogue. The instrument checks control pointafter user leaving a task with ESC and login new.

Yes

No user login dialogue is used to open the program.No

ProdMode

Login dialogue cannot be left by the foreman with ESC. Protection against inad-vertent leaving on of SetOut plus.

On

Login dialogue can be left by the foreman with ESC (not recommended).Off

ForcLogout

The time elapsed in minutes after which the foremanmust login again. At 0 minutes the foremanremains logged on until he logs out himself (however this is not recommended for securityreasons).

GroupChange

The foreman can change the group during the mapping, without having to loginagain.

Active

The foreman cannot make a change of group during the mapping. In order tochange the group, he must login again.

Inactive

ProfContr

The function profile control is available to the foreman.ActiveThe function profile control is not available to the foreman.Inactive

This function is only available, if the module TMS ProScan (plus) has been licensed on the in-strument.

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4.2.3. General SetupTMS Applications User guide

TypeChange

When activating this option the foreman (user without administrator rights) canstake out another type even if in the sections definition a type is defined.

Active

The foreman can only stake out the type defined in the sections definition.Inactive

Compensator

The compensator of the instrument is always switched on. All angles are subjectto correction based on the compensator reading. If the tilt of the instrument is morethan the range of the compensator is allowing, a warning message is shown.

Active

The compensator of the instrument not active. This results in angle reading (spe-cially vertical angle), which can be inaccurate.

Inactive

It is recommended to use the setting Active for standard use. If the compensator is set to In-active, it is recommended to reduce the targeting distance as much as possible in order toreduce the inaccuracies based on levelling errors on the instrument.

KM Mode

All readings are based on tunnel meters (see "Stationing vs. tunnel meter").Tunnel meterAll readings are based on stationing data (see "Stationing vs. tunnel meter").Stationing

Write Logfile

The log file is switched on. All relevant information about the mapping is logged.The log file is called SetOut.LOG and is stored in the directory TMS.

Yes

The log file is switched off. No information is logged.No

Check by switching on the logfile occasionally that there is still sufficient free storage on thememory card.

F6 Changes the individual settings.

F1 Confirms the settings.

F4 Gives an overview of the program information.

4.2.4. User ManagementUse this dialogue to add new users and delete or edit existing users. You can also determinewhether or not a user possesses administrator rights.

After the installation the first user Admin is always present. The password reads 12345. Theuser data (Name and password) can be edited, but can not be deleted. The first user as Adminmust be always present. Also administrator rights cannot be removed.

A maximum of 20 different users is possible.

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4.2.4. User ManagementTMS Applications User guide

Note

It is recommended to change the Administrator password. However it is important tokeep a note of the password as without the password it is impossible to Login as anadministrator.

4.2.4.1. Add a new userF3 (ADD) opens the dialogue for adding a new user.

Enter the required data in the following dialogues:

User

Name of the user. This may consist of letters or numbers.

Code (Password)

Alphanumeric series, which must be entered by the user to Login.

Admin

It is specified whether the user has administrator rights or not. Change with F6 back and forthbetween the settings.

4.2.4.2. Delete an existing userSelect a user from the list (first user cannot be deleted). Press F5 (DELET). Confirm the instruc-tion with F4.

4.2.4.3. Edit an existing userSelect a user from the list. Press F4 (EDIT), in order to arrive at the editing dialogue. This dia-logue corresponds to that for adding a user. Edit the user name, the code or the administratorsetting.

Note

The file with the user data is only updated if the appropriate dialogue F1 (CONT) ispressed to leave. If you leave a dialogue with ESC the changes are rejected.

Note

The file PASSWORD in the TMS listing on your memory card may not be edited.

4.2.5. PositioningThe total station is positioned with this dialogue. If the instrument is established in a stationaryposition the survey control To check a stationary instrument (measurement of the control point),is also accomplished in this dialogue. Point must be set here.

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4.2.5. PositioningTMS Applications User guide

4.2.5.1. Position the instrumentSelect from the list positionmode the desired kind of positioning. The following Leica Standardmethods are available:

• Free Station

• Resection

• Orientation

Select with F2 (POSIT) the appropriate program. Now position the instrument.

Note

For more exact information on the positioning programs please read the appropriatemanual for the Leica TPS system.

Note

The positioning should be always carried out within TMS Applications. Only like this isaccurate information ensured in the log file.

4.2.5.2. Set the survey control pointFor use of the instrument by a user without administrator rights (e.g. foreman) an control pointmust be set for the positioning. The control point is measured each time a user without admin-istrator rights logs in to the system. This serves as a control of whether the position and theorientation of the instrument have been adjusted. Setting the survey control point correspondsto a zero-measurement, which can be compared later with the current measurement.

Note

If no survey control point is set then a user without administrator rights cannot use thesystem.

F4 (S-CPT) opens the appropriate dialogue to set the survey control point.

To specify the parameters for measuring the survey control point:

ControlMod

For checking the control point the instrument goes to the point without takinga range finding. Checking whether the instrument points exactly to the target

Passive

is done via the foreman. Manual confirmation of exact red laser position is notrecommended.A range finding is actively taken on the control point. The program computesautomatically the coordinate difference between the current measurement and

Active

the zero-measurement (recommended). If the difference is within the tolerance,the user can continue working.

EDM Mode

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The distance is measured with infrared. This setting is only possible if the controlpoint can be measured with infrared (e.g. prism or reflector foil).

Infrared

The distance to the control point is measured by reflectorless means.Reflectorless

Reflector

Depending which EDMmode is chosen. It shows the active prism. The default value for infraredis the Leica circular prism.

ATR

The automatic target recognition (ATR) is used for the measurement. Thissetting is only possible if the target is equipped with the appropriate prism.

Yes

The automatic target recognition is not used.No

WarnTol

Enter a value in meters here. If the coordinate difference between the control measurement atLogin and the zero-measurement on the control point is greater than this value a warningreading appears for the foreman. He can nevertheless continue with the work.

DenyTol

Enter a value in meters here. If the coordinate difference between the control measurement atLogin and the zero-measurement on the control point is greater than this value then the foremancan no longer continue to work with the system. The instrument must be established again bythe surveyor.

4.2.5.3. Checking the survey control pointF5 (C-CPT) Checks the control point when a control point is set. Depending upon the settingsthe instrument is asked either to sight on the survey control point (passive) or take a coordinatecomparison between the current measurement and the zero-measurement indicated (actively).The Administrator can decide whether to establish the instrument again or if necessary to adaptthe tolerances.

4.2.6. Project dataTo work with TMS SetOut (plus), the project data is required on the TPS. These are definedpreviously in TMS Office and exported to the memory card. The project data is loaded intoTMS SetOut (plus) and can be edited afterwards if necessary. If no project data is loaded oranother project should be loaded, select in the main menu project data. If still no project isloaded, then a selection of all projects existing on the memory card appears. The followingfunctions are available:

• F3 (LOADP) Load project

• F4 (FILES) Load project files

• F5 (EDITT) Edit Tasks

• F6 (RESET) Project reset

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4.2.6.1. Load projectSelect the desired project and continue with F1 (CONT) or ENTER.

Note

Only the project ID is shown in the list for which the files for the situation and the longit-udinal profile are present.

The project is loaded now into the internal memory of the instrument. This can take someminutes depending upon project. Subsequently an overview of the project data appears. It isindicated whether the project files are valid and for which range of information they are present.

4.2.6.2. Load project filesIt is possible to replace individual project files manually with project files from another project.However it is not recommended to change individual files since this can lead to complications.The following file types can be replaced:

• Tasks

• Situation

• Longitudinal profile

• Transverse slope

• Theoretical profile definitions

4.2.6.3. Edit tasksThe following option appears:

• Edit task configuration

To edit the configuration of the individual tasks.

• Edit task offset

To edit the offsets of the points per group, which are to be set out.

4.2.6.3.1. Edit task configurations

Select from the list the required task whose configuration is to be edited. The settings availablefor editing depend on the selected task. For the tasks defined by the administrator the followingcharacteristics can be edited.

ControlMod

No automatic range finding is instructed on the point to be set out, i.e. an itera-tion on the actual stationing is not carried out (e.g. when placing an arch install-

Passive

ation at an accurate stationing). However the iteration can be accomplishedmanually (measure - correction on measured stationing - measure etc.).

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The instrument iterates by range findings to the actual stationing (e.g. whenindicating an outbreak profile).

Active

EDM Prog

Range finding with infrared.InfraredRange finding reflectorless.Reflectorless

Tolerance

The entered value is used as an abort barrier for the iteration, i.e. The iteration is broken off,as soon as the difference to the target is smaller than this value. The value is relevant only inactive ControlMod.

NumIterat

The maximum number of iterations is specified, after which an abort of the iteration takes place.This is useful if the instrument tries for a long time to find a covered point on the tunnel wall.The value is relevant only with an active ControlMod.

SetOutMode

Determines manually, when the instrument is to set out the next point.ManualThe instrument jumps after a certain time (waiting period) to the next point.Automatic

WaitTime

Time in seconds for how long to be waited in the automatic mapping mode until the next pointis started.

LoopMode

No repetition takes place.NoneThe last point to be set out is reached and the instrument checks back startingwith the second last point.

Reverse

The last point to be set out is reached and the instrument checks back startingwith the first point.

Standard

Note

When starting a second time to measure the points no iteration takes place since theactual mapping elements are known.

VertMode

The vertical coordinates (y-offset) are counted vertically.VerticalThe vertical coordinates (y-offset) are counted perpendicularly on thelongitudinal profile.

Perpendicular toaxis

TSlopeMode

The transverse slope from the project definition is used.FromProject

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The value transverse slope (%) is used as constant slope.ManualThe transverse slope is worked without (slope always 0).None

TSlope (%)

When the TSlopeMode is set on manual, this value is used as the slope.

For the alignment laser task the following characteristics can be edited:

VertMode

The vertical coordinates (y-offset) are counted vertically.VerticalThe vertical coordinates (y-offset) are counted perpendicularly on thelongitudinal profile.

Perpendicular toaxis

TSlopeMode

The transverse slopes from the project definition are used.FromProjectOne works without transverse slope (slope always 0).None

For the profile control task the following characteristics can be edited:

CorrTyp

The correction value for the stick is used perpendicularly.PrisStickThe correction value for the prism is used radially (perpendicularly to the theor-etical profile).

PrisWidth

CorrVal

Enter the value of the correction here (prism stick height or radius of the prism disk). Positiveor negative values can be added. With the PrisStick correction a positive value means thatthe prism is above the actual measuring point. With the "PrisWidth" correction a positive valuemeans that the prism is within the measured profile.

CorrChang

The foreman may change the type of correction during profile control.YesThe foreman may not change the type of correction during profile control.No

SaveMeas

Measurements are stored on the memory card and are available for furtherevaluations.

Yes

Measurements are not stored.No

Change Thpro

The foreman can change the theoretical profile.YesThe foreman may not change the theoretical profile.No

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F3 Opens the dialogue, into which you can store the type of prism.

F5 Opens the dialogue in which you can select the theoretical profile which you would like toconsult in the field as a comparison.

Confirm the inputs with F1 (SAVE/CONT), in order to store the settings.

Leave the dialogue with ESC in order to reject the changes.

4.2.6.3.2. Edit point offsets

Select from the list the task, the point whose offsets to be edited. Proceed as follows:

• Indicate the stationing, where the offsets are to be edited. With F2 (MEAS) you can measurethe stationing.

• The program strikes now the type valid at the given stationing forwards (from the sectiondefinition from TMS Office). You can also manually select another form.

• Select the group to be worked on.

• With the keys F3 and F4 select the desired point, whose offsets are to be edited.

• Depending upon the type of offset, the deviation to the tunnel axis and the radial vector areindicated (only with radial offset).

• Edit the type of offset and/or the values. Consider the sign regulation.

• With F5 (TOGRP) the offsets of the current point are applied to all points of the group.

Note

Offsets always refer to a form. Everywhere, where this form is used, the offsets are alsoused.

4.2.6.3.3. Rules of Line of sight

The following signs apply for increasing stationing direction (respective increasing tunnel meterdirection during the appropriate settings in the Configuration).

Horizontal offsets

• + to the right

• - to the left

Vertical offsets

• + upward

• - downward

Radial offsets

• + inward

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• - outward

4.2.6.4. Project resetPress F6 (RESET) to reset the entire project.

No project data is stored in the internal memory.

4.2.7. TasksThere will be a difference between the tasks defined in TMS Office and the tasks alignmentlasers and profile control.

Note

In this section the dialogues and functions which are available to a user with administratorrights are described. Only a reduced functionality is available to another user.

4.2.7.1. Pre-defined tasks in TMS OfficeIn order to accomplish a task continue as follows:

• Choice of the task

• Input of the stationing (F2 measures the stationing)

• Choice of the type

• Choice of the group (F2 starts measurement with specific point from the selected group)

• Start of the mapping

4.2.7.2. Special options for arch positioning and rock bolt taskWhen starting the arch positioning or the rock bolt task a special dialog will be shown. Thefollowing settings must be done:

KM in 2D or 3D

Choose whether you want to set out the arch on the horizontal stationing (2D) or the real 3D-Tunnel meter (3D). To use the 3D option a heading definition must be defined in TMS Officeand must be activated on the instrument. The following graphics shows the difference betweenthe two possibilities.

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4.2.7. TasksTMS Applications User guide

Figure 4.1. KM in 2D or 3D

Set out in 2D or 3D

Choose whether you want to set out the arch / rock bolt in 2D (vertically) or 3D (perpendicularto the longitudinal profile). The graphics shows what is meant.

Figure 4.2. Set out in 2D or 3D

Note

Please note that these settings are only available for a system administrator (surveyor).The foreman will not see these settings and can therefore not change them.

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4.2.7.3. General optionsF1 (START/STOP)

Starts the mapping of one point or interrupts an automatic mapping.

F2 (SEARCH)

Selects a point from the list, which can be set out.

F3 (<)

Selects the previous point.

F4 (>)

Selects the next point.

F5 (AUTO/MAN)

Changes between automatic and manual mapping.

F6 (CTRST/CTRTM) (only with controlmode: passive)

The tunnel meter is checked by a range finding.

When setting out manually it is asked whether or not to correct the instrument for the measuredstationing. If necessary you can again change the input stationing within this dialogue. If anobject is to be inserted at a certain stationing, this is accomplished with F6 (MEASURING)further measurements then shift the object, without correcting the instrument.

F6 (PAGE) (only with controlmode: active) except TaskType Jetting and Rock Bolt

Changes between two displays of measured values.

• delta Hor. + delta Vert. (differences design, measured)

• Measured X,Y + Design X,Y

SHIFT + F2 (GROUP)

Group change is switched on so the group can be changed.

4.2.7.4. Setting out with prism (infrared)When using the infrared method for setting out in active mode the laser will align to the expectedposition. When pressing START the prism will be locked and the deviations are shown in realtime. After aligning the object press STOP and go to the next point.

4.2.7.5. Alignment LaserIn the dialogue the coordinates of the point of origin and the end point are indicated in eachcase.

The current position of the instrument is always taken as point of origin.

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The following functions are available:

F2 (NewEP) setting a new end point

In this dialogue set the end point by one of the following methods:

• Manual input of the coordinates

• F4 (IMPOR) importing the point from a GSI file

• F3 (MEASURING) directly through a measurement on a target (e.g. prism stick)

F3 (CONF) adjusting the configuration

Establish the following settings:

• TSlopemode

• VertMode

F4 (MEAS) measures the stationing for any position of the instrument

• Hold an article at the desired place in the laser and obtain a range finding.

• In the reading the measured stationing and the deviation of the measuring point to thetunnel axis are shown.

• With F4 switch between the two announcements (STNG Slope Height) and (E-N-H).

• With F2 execute a range finding again.

4.2.7.6. Profile ControlThe prism is now pursued automatically.

F1 (ALL)

Executes a measurement on the prism and stores the measurement.

F2 (DIST)

Executes a measurement on the prism and indicates the values.

F3 (REC)

Stores the indicated values.

F4 (SETUP)

Adjust here following parameters:

Reflectorless or InfraredEDM Program:Prismstick or PrisRadiusCorrTyp:Length of the prism stick or radius of the prism diskCorrVal:The foreman is able to make a change between prism stick and prism disk.CorrChang:

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The measurements by the foreman are stored on the memory card.SaveMeas:Choice of the prismF3 (PRISM):Choice of the comparison profileF5 (ThPro):

4.2.8. StandaloneAs shown in the introduction different axis referenced mappings can be accomplished.

4.2.8.1. SettingsSetOutType

Select the type of set out.

F1 (CONT)

Starts the mapping.

F3 (CONF)

Set the parameters for the automatic mapping. When you choose infrared for EDM mode youcan enter additionally a prism height.

The two dialogues ControlMod and LoopMode are not available.

Note

Depending upon the SetOut type other parameters may be entered. The following con-tains the parameters of the different mapping types.

Sting

Enter the stationing of where the mapping should begin.

Vert-Off

Enter the vertical offset to the project axis.

Hor-Off

Enter the horizontal offset to the project axis.

Elev

Enter an absolute elevation.

StngStep

Enter an incremental step in stationing.

VertStep

Enter a vertical step to be used per station / horizontal step.

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4.2.8. StandaloneTMS Applications User guide

HorStep

Enter a horizontal step to be used per station / vertical step.

ElevStep

Enter a height step which is to be used per station step.

Easting/Northing/Elevation

Enter the absolute coordinates.

Abscissa/Abs.Step

Enter the abscissa concerning the reference line and their step.

Ordinate/Ord.Step

Enter the ordinate concerning the reference line and their step.

4.2.8.2. SetOutF1 (START/STOP) Starts or stops the automatic mapping.

Note

Before starting the mapping, the instrument should be pointed roughly toward the firstpoint to be set out.

F2 (DIST) By interrupting the mapping, an individual measurement can be obtained.

F3 (-LOG-)Writes the up-to-date values shown in the read out into the log file.

F6 (>DISP) Changes between the different read outs. Depending upon the type of mappingother values are indicated (Diff. to being, deviation to the axis, absolute).

4.3. Log-fileThe log file contains information, which permits the Administrator to reconstruct the worktransacted with the system. It is always stored in the listing \TMS under the name SetOut.LOG.

By the Login for users with a password it is possible to assign the work to a user.

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Chapter 5. Operation of TMS SetUpThis section contains all the information for the operation of TMS SetUp. Please first read theintroduction to get an overview about the operation methods.

Note

TMS SetUp is only available for Leica Viva instruments.

5.1. Start of the programProceed as follows, in order to start the program:

• Switch on the TS Instrument.

• Ensure that correct working and control jobs are selected.

• If you with validation of the position by displaying a Station/Tunnelmeter value, ensure tohave a valid TMS ProScan (plus) or TMS SetOut or TMS SetOut (plus) project loaded.

• Select from the Main Menu screen 1 Go to work... 4 Survey +...


• Depending upon your licensing, different program modules are available.

• Select TMS SetUp from the list.


5.2. Position with TMS SetUpIn this section the operation of TMS SetUp is explained.

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With TMS SetUp you are able to perform an absolute position of a instrument in an easy waywithout the need to input point IDs.

Caution

The position is calculated by an algorithm that calculates possible instrument positionsolutions from the target point file. In case your target points in the tunnel have all thesame height differences and the distance between these points is always the same, theinstrument position calculation can be ambiguous or wrong.

Caution

After the position the calculated stationing/tunnelmeter of the instrument is displayedand the system points to a known target point while displaying its point ID. In case youaccept this checks without verifying the displayed information carefully, your positioncan be incorrect and all following measurements will be wrong. Note, that to verify thestationing/tunnelmeter of the instrument position, a valid project form your tunnel mustbe loaded in TMS ProScan (plus), TMS SetOut or TMS SetOut (plus).

5.2.1. Main menu5.2.1.1. General informationAfter starting the program the dialogue Setup Main Menu appears.

Note

To work with TMS ProScan plus and use TMS SetUp as the preferred way to positionthe instrument within TMS ProScan Plus, the option TMS Setup in the TMS ProScanplus Configurations under Position Mode must be selected.

5.2.1.2. Main menuConfiguration

The settings for the operation of the application can be viewed and edited in here.

Setup Wizard

Positioning wizard for the instrument will start.

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5.2.1. Main menuTMS Applications User guide

Figure 5.2. Main Menu SetUp (Leica Viva)

5.2.2. ConfigurationParameters, which control the behaviour of the application are set in the configuration of TMSSetUp. These settings only have an influence on the application TMS SetUp.

Figure 5.3. Configuration Menu (Leica Viva)

Setup mode

The target points are found by PowerSearch. The instrument turns 360 degreesto find and measure all visible targets. This mode is only available for instruments

Automatic

with the PowerSearch module.Measure mode Infrared is automatically selectedwhen using this option.

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5.2.2. ConfigurationTMS Applications User guide

The target points are measured by manually pointing the red laser in the directionof the target point. If available, In case Infrared is selected as Measure mode,ATR is used to precisely aim at the target.

Manual

Measure mode

The distance is measured with infrared. This setting is only possible if the targetpoint can be measured with infrared. The automatic target recognition (ATR) is

Infrared

used for the measurement. This is only possible if the target is equipped with theappropriate prism.The distance to the target point is measured by reflectorless means.Reflector-

less

Target

Selected target is displayed. To select a different target press F3 (Prism) andselect a target from the list.

Target

Num Target Points

Minimum number of target that must be measured for a valid setup.3 - 8points

Measure Two Faces

Measurements to targets are done in two face mode. Two measurements to thesame target point. Only possible when Measure mode is Infrared (Prisms areused as target)

Yes

Only one measurement is done to a point.No

Max Coord Sigma

Maximum coordinate standard deviation value for the accuracy of a valid instrumentsetup

Value

Max Orient Sigma

Maximum orientation standard deviation value for the accuracy of a valid instrumentsetup

Value

F1 Confirms the settings.

F3 Select a prism from list

5.2.3. Setup wizardThe total station is positioned with the pages of this wizard. Fallow the wizard to position theinstrument.

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5.2.3.1. Measurements to targetsThe measurement procedure depends on the selected Setup mode in the configuration.

5.2.3.1.1. Manual mode

Figure 5.4. Measure to point in Setup wizard (Leica Viva)

F1 MEAS Measurement to a target point (1 or 2 faces depending on configuration)

Figure 5.5. During measurement to target point in Setup wizard (LeicaViva)

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5.2.3.1.2. Automatic mode

Figure 5.6. Start search for target points in Setup wizard (Leica Viva)

F1 Start Starts the PowerSearch to find and measure all target points (1 or 2 faces dependingon configuration)

Figure 5.7. During searching for target points in Setup wizard (Leica Viva)

5.2.3.2. Calculation of positionAfter the measurement to the to the target points (manual or automatic mode), the calculationscreen will appear.

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Figure 5.8. Calculation in Setup wizard (Leica Viva)

F1 CALC Calculation of the instrument position

As a result of this method, after the measurement to the target points (max. 8 points) the positionof the instrument is calculated as Resection Helmert and the calculated instrument position isstored as known instrument coordinate.

5.2.3.3. Check of the instrument stationAfter the calculation of the instrument position the instrument position check screen will appear.

Figure 5.9. Station check in Setup wizard (Leica Viva)

F1 YES Accepts the instrument position

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Note

To use the stationing/tunnelmeter check a valid project of your tunnel must be loadedin TMS ProScan (plus), TMS SetOut or TMS SetOut (plus).

5.2.3.4. Check of a measured pointAfter the instrument station check, the target point ID check screen will appear.

Verify the point ID of the point and the written point number in the wizard.

Figure 5.10. Point check in Setup wizard (Leica Viva)

F1 Yes Confirm the instrument position

5.2.3.5. Set positionAfter the instrument point check the Set Position screen will appear.

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Figure 5.11. Set Position in Setup wizard (Leica Viva)

F1 Set Accepts and stores the instrument position

After this screen the position of the instrument is stored and can be used in other TMS Applic-ations programs.

5.3. Log-fileThe log file contains information, which permits the Administrator to reconstruct the work donewith the application. It is always stored in the directory \TMS under the name setup.log.

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GlossaryAdministrator The administrator is able to use all the functions of the software.

Normally this is a surveyor.

Alignment laser This is a fixed aligned laser defined by the coordinates of twoknown points.

Axis reference The kind of metering: stationing or tunnel meter.

Configuration Configurations are used in different parts of the software. Theyserve the definition of program settings.

Controlpoint This is the point onto which the reference measurement is madebefore the setting out is started. It serves the system control whenlogging in.

Design mode This is the mode for the surveyor. All the functions are available.

EDM-mode A kind of distance measurement of the TPS system. EDM =Electronic Distance Measurement

Foreman A person in civil engineering and an example for a user withoutadministrator rights.

Logging / Log-File All that is done within TMS SetOut (plus), can be written into alog-file, that is stored on the memory card.

Login Before you can use TMS SetOut (plus), the user must login tothe system. Thus all the actions can be assigned to a certainuser.

Offset This is a distance the operator has to consider during the settingout. Types: radial, horizontal, vertical.

Production mode The operator cannot leave the program and different functionsare not available.

Project data The project data are created in TMS Office. They base on differ-ent files, in which the project was defined.

Target point Point with absolute coordinates (Point ID, Easting, North-ing,Height) to reference the instrument in a absolute coordinatesystem.

Standalone This means the setting out of points relative to the project axis.The tasks are defined in TMS SetOut or TMS SetOut plus directlyin the field.

Stationing Metering from the project data.

Tasks Activities defined in TMS Office, which are executed with TMSSetOut plus in the field.

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Tunnel meter Metering in heading direction. Zero-point normally at tunnel portal.

User management Here it is possible to define, edit or delete users. Every user getshis own password and status (with or without administrator rights).

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