Leica TS03 User Manual
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Leica TS03 User Manual

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Leica TS03/TS07
User Manual
Version 1.0
English

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  • Page 1 Leica TS03/TS07 User Manual Version 1.0 English...
  • Page 2 For the Mining application, refer to the separate manual "Leica TS03/TS07 Min- ing Application". Leica Geosystems On the last page of this manual, you can find the address of Leica Geosystems address book headquarters. For a list of regional contacts, please visit http://leica-geosystems.com/contact-us/sales_support.
  • Page 3 Description mySupport Create new support requests for your products that will be answered by your local Leica Geosystems Support Team. View the complete history of your support requests and view detailed information on each request in case you want to refer to previous support requests.

  • Page 4: Table Of Contents

    Table of Contents Safety Directions General Definition of Use Limits of Use Responsibilities Hazards of Use Laser Classification 1.6.1 General 1.6.2 Distancer, Measurements with Reflectors 1.6.3 Electronic Guide Light EGL 1.6.4 Laser Plummet 1.6.5 AutoHeight Laser Plummet Electromagnetic Compatibility EMC FCC Statement, Applicable in U.S.
  • Page 5 Apps - Getting Started Overview Starting an App Setting the Job Station Setup Apps Common Fields Station Setup 7.2.1 Starting 7.2.2 Measuring the Target Points 7.2.3 Station Setup Results Surveying Setout Reference Line 7.5.1 Overview 7.5.2 Defining the Base Line 7.5.3 Defining the Reference Line 7.5.4...
  • Page 6 7.14.5 Closing a Traverse 7.15 Tunnel Favourites Overview Target Offset 8.2.1 Overview 8.2.2 Cylindrical Offset Hidden Point Check Tie EDM Tracking Backsight Check SketchPad Coding Coding Quick Coding MapView Interactive Display Feature 10.1 Overview 10.2 Accessing MapView 10.3 Configuring MapView 10.4 MapView Components 10.4.1...
  • Page 7 Distance Measurement with Reflectors 16.3 Distance Measurement without Reflectors (Non-Prism mode) 16.4 Distance Measurement Reflector (>4.0km) 16.5 Conformity to National Regulations 16.5.1 TS03 16.5.2 TS07 16.5.3 Dangerous Goods Regulations 16.6 General Technical Data of the Product 16.7 Scale Correction 16.8...

  • Page 8: Safety Directions

    Safety Directions General Description The following directions enable the person responsible for the product, and the person who actually uses the equipment, to anticipate and avoid operational hazards. The person responsible for the product must ensure that all users understand these directions and adhere to them.

  • Page 9: Definition Of Use

    Responsibilities Manufacturer of the Leica Geosystems AG, CH-9435 Heerbrugg, hereinafter referred to as Leica product Geosystems, is responsible for supplying the product, including the User Man- ual and original accessories, in a safe condition.

  • Page 10: Hazards Of Use

    • To be familiar with local regulations relating to safety and accident preven- • tion. To inform Leica Geosystems immediately if the product and the application • becomes unsafe. • To ensure that the national laws, regulations and conditions for the opera- tion of the product are respected.
  • Page 11 WARNING Distraction/loss of attention During dynamic applications, for example stakeout procedures, there is a dan- ger of accidents occurring if the user does not pay attention to the environ- mental conditions around, for example obstacles, excavations or traffic. Precautions: ▶ The person responsible for the product must make all users fully aware of the existing dangers.
  • Page 12 WARNING Inappropriate mechanical influences to batteries During the transport, shipping or disposal of batteries it is possible for inappro- priate mechanical influences to constitute a fire hazard. Precautions: ▶ Before shipping the product or disposing it, discharge the batteries by the product until they are flat.

  • Page 13: Laser Classification

    WARNING Improperly repaired equipment Risk of injuries to users and equipment destruction due to lack of repair knowl- edge. Precautions: ▶ Only authorised Leica Geosystems Service Centres are entitled to repair these products. Laser Classification 1.6.1 General General The following chapters provide instructions and training information about laser safety according to international standard IEC 60825-1 (2014-05) and technical report IEC TR 60825-14 (2004-02).

  • Page 14: Distancer, Measurements With Reflectors

    ☞ According to IEC TR 60825-14 (2004-02), products classified as laser class 1, class 2 and class 3R do not require: • laser safety officer involvement, protective clothes and eyewear, • special warning signs in the laser working area • if used and operated as defined in this User Manual due to the low eye hazard level.

  • Page 15: Laser Plummet

    ☞ The product described in this section, is excluded from the scope of IEC 60825-1 (2014-05): “Safety of laser products”. The product described in this section, is classified as exempt group in accordance with IEC 62471 (2006-07) and does not pose any hazard provided that the product is used and maintained in accordance with this user manual.

  • Page 16: Autoheight Laser Plummet

    Labelling Laser beam Exit for laser beam 0016316_001 1.6.5 AutoHeight Laser Plummet General The laser plummet built into the product produces a visible red laser beam which emerges from the bottom of the product. The laser product described in this section is classified as laser class 2 in accordance with: •...

  • Page 17: Electromagnetic Compatibility Emc

    Precautions: ▶ Although the product meets the strict regulations and standards which are in force in this respect, Leica Geosystems cannot completely exclude the possibility that other equipment may be disturbed. CAUTION Use of the product with accessories from other manufacturers. For...

  • Page 18: Fcc Statement, Applicable In U

    Although the product meets the strict regulations and standards which are in force in this respect, Leica Geosystems cannot completely exclude the possibil- ity that function of the product may be disturbed in such an electromagnetic environment.
  • Page 19 Consult the dealer or an experienced radio/TV technician for help. • CAUTION Changes or modifications not expressly approved by Leica Geosystems for compliance could void the user's authority to operate the equipment. Labelling TS03/TS07 Model: Art.No.:...

  • Page 20: Ices-003 Statement, Applicable In Canada

    / 5.6 Ah Made in China 15 A / 62 Wh Leica Geosystems AG, CH-9435 Heerbrugg This device complies with part 15 of the FCC Rules. Operation is subject to the following two conditions: (1) This device may not cause harmful interference, and (2) this device must accept any interference received, including interference that may cause undesired operation.

  • Page 21: Description Of The System

    Data transfer Data can be transferred between a TS03/TS07 and a com- puter via USB cable, USB-stick, SD card and data transfer cable. Description of the System...

  • Page 22: Container Contents

    0016354 001 GEB331 or GEB361 battery GZT4 target plate GRZ101 mini prism, GAD103 and GAD105 adapter GLS115 mini prism pole Leica industrial grade USB memory stick Stylus** GFZ3 and GOK6 diagonal eyepiece* Tip for mini prism Adjustment tool Allen key...

  • Page 23: Instrument Components

    GHM007 height metre* GLI115 clip-on bubble* GKL311 charger Protective cover / Lens hood / Cleaning cloth Data cable * Optional Instrument Components TS03 Instrument components part 1 of 2 Compartment for SD card, USB memory stick and USB cable ports Optical sight...
  • Page 24 TS03 Instrument components part 2 of 2 Focusing telescope image Eyepiece; focusing graticule Battery cover Foot screw Keyboard with display 0016319_001 TS07 Compartment for SD card, USB memory stick Instrument and USB cable ports components Optical sight part 1 of 2...

  • Page 25: User Interface

    User Interface Keyboard Keyboard TS03 with Greyscale display TS07 with Color&Touch display 0016323_001 0016322_001 Function keys F1 to F4 Navigation keys ENTER key Alphanumeric keypad ON/OFF key Fixed keys Keys Description If the instrument is already off: Turns on the instrument when held for 2 s.

  • Page 26: Screen

    The trigger key can be programmed in the Settings screen. Refer to "5.1 Work Settings". Screen Screen The TS03 is available with Greyscale (G) screen. The TS07 is available with Color&Touch (C&T) screen. The look and feel is the same for both types. ☞...
  • Page 27 Icon Description Leica sliding basic mini prism is selected. For TS07: Tapping the icon opens the EDM & Target bubble. Leica 360° prism is selected. For TS07: Tapping the icon opens the EDM & Target bubble. Leica 360° mini prism is selected.
  • Page 28 Icon Description For TS07: Tapping the icon opens the Connectivity bubble. Click on Interface settings to open the Interface Settings screen. Bluetooth configured but not paired Bluetooth RS232 Selected ü Active Modem configured and connected with the Internet Bluetooth RS232 Selected ü...

  • Page 29: Icon Pop-Up Bubbles

    Icon Description RS232 configured and connected Modem configured and connected with the Internet Bluetooth RS232 Selected ü ü Active ü ü RS232 configured and connected Modem configured but not connected with the Internet Bluetooth RS232 Selected ü ü Active ü The battery symbol indicates the level of the remaining battery capacity.

  • Page 30: Softkeys

    Status icon Status information Bubble icon 014962_001_en Description of the Refer to the individual chapters for more information. icon pop-up bubbles EDM & Target Status Information Functionality • Current target with defined con- • Switch between non-priam and stants prism mode Type of distance measurement Turn the red laser of the reflec- •...

  • Page 31: Operating Principles

    Common softkey Description functions Cont If entry screen: Confirms measured or entered values and continues the process. If message screen: Confirms message and continues with selected action or returns to the previous screen to reselect an option. Back To return to the last active screen. Default To reset all editable fields to their default values.

  • Page 32: Pointsearch

    Numeric fields: Can only contain numerical values. By pressing a key of • the keypad the number will be displayed. Alphanumeric fields: Can contain numbers and letters. By pressing a key • of the keypad the first character written above that key will be displayed. By pressing several times you can toggle through the characters.

  • Page 33: Graphic Symbols

    Direct search By entering an actual point number, for example 402, and pressing Find, all points within the selected job and with the corresponding point number are found. Description Find To search for matching points within the selected job. ENH=0 To set all ENH coordinates for the point ID to 0.
  • Page 34 Element Description The stakeout point is the same as the measured point. The difference between stakeout point and measured point is ≤ 0.03 m. Circle around the stake out point, supporting the detail view, radius = 0.5 m Fixpoint Fixpoint active Station Station active Centre point of an arc or circle...

  • Page 35: Operation

    Operation Instrument Setup Description This topic describes an instrument setup over a marked ground point using the laser plummet. It is always possible to set up the instrument without the need for a marked ground point. ☞ Important features It is always recommended to shield the instrument from direct sunlight and •...
  • Page 36 Setup step-by-step 0016337_001 Extend the tripod legs to allow for a comfortable working posture. Position the tripod over the marked ground point, centring it as best as possible. Fasten the tribrach and instrument onto the tripod. Turn on the instrument, and, if tilt correction is set to On, the laser plummet will be activated automatically, and the Level &...
  • Page 37 Turn on the instrument, and, if tilt correction is set to On, the laser plummet will be activated automatically, and the Level & Plummet screen appears. Otherwise, press the Favourites key from within any app and select Level & Plummet. ☞...

  • Page 38: Batteries

    • It is normal for the battery to become warm during charging. Using the chargers recommended by Leica Geosystems, it is not possible to charge the battery once the temperature is too high. • For new batteries or batteries that have been stored for a long time (>...

  • Page 39: Battery For The Ts Instrument

    4.2.2 Battery for the TS Instrument Change the battery step-by-step 0016339_001 0016340_001 Face the instrument so that the vertical drive screw is on the left. The battery compartment is below the vertical drive. Turn the knob to the vertical position, opening the lid of the battery compartment. Pull out the battery housing.

  • Page 40: Main Menu

    Transfer data Data can be transferred in various ways. Refer to "12 Data Management". ☞ SD cards can directly be used in an OMNI drive as supplied by Leica Geosys- tems. Other PC card drives can require an adaptor. Main Menu...
  • Page 41 Function Description Survey app to begin measuring. Refer to "7.3 Surveying". Survey Setout app to place marks in the field at predetermined points. Refer to "7.4 Setout". Setout To select and start apps. Refer to "7 Apps". Apps To change EDM configurations, communication parameters and general instrument settings.

  • Page 42: Distance Measurements - Guidelines For Correct Results

    Function Description To view, delete, rename and create folders and files stored on the USB memory stick. Refer to "12.4 Working with a USB Memory Stick"and "B USB-Stick Directory Structure". To view, delete, rename and create folders and files stored on the SD card.
  • Page 43 Prism measurements Accurate measurements to prisms should be made in Precise+ mode. • • Measurements to strongly reflecting targets such as traffic lights in Prism mode without a prism should be avoided. The measured distances may be wrong or inaccurate. When a distance measurement is triggered, the EDM measures to the •...

  • Page 44: Settings

    Settings Work Settings Access Select Settings from the Main Menu. On the General page, select Work. Work Settings Description of fields Field Option Description Trigger Key Quick key programmable with one of the functions: The trigger key is deactivated. Meas Sets the trigger key with the same function as Meas.
  • Page 45 Field Option Description Target Input field for prism height. Height Code Editable field for codes. Hz angle Display only field for the horizontal angle. V angle Display only field for vertical angle. Hor. dist. Display only field for horizontal distance. Slope dist.

  • Page 46: Regional Settings

    Tilt and horizontal Setting Correction corrections Tilt cor- Horizon- Incline Incline Horizon- Tilting rection tal cor- longitudi- transver- tal colli- axis rection mation Regional Settings Access Select Settings from the Main Menu. On the General page, select Regional. Press the button to scroll through the screens of available set- tings.
  • Page 47 Field Option Description Zenith TSOX_018 Zenith=0°; Horizon=90°. Horizon TSOX_019 Zenith=90°; Horizon=0°. Vertical angles are positive above the horizon and negative below it. Slope [%] Slope % +300 % --.--% +100% +18 % 360s 0° ±V -100 % --.--% -300 % TSOX_020 45°=100%;...
  • Page 48 Field Option Description Language Selectable list Sets the chosen language. Several languages can be uploaded onto the instrument. The current loaded language(s) are shown. A selected language can be deleted by press- ing Delete. This function is available if more than one language is installed, and the selec- ted language is not the chosen operating language.

  • Page 49: Data Settings

    Field Option Description Displays distance with four decimals. Temp. Unit Sets the units shown for all temperature fields. °C Degree Celsius. °F Degree Fahrenheit. Press.Unit Sets the units shown for all pressure fields. Hecto Pascal. mbar Millibar. mmHg Millimeter mercury. inHg Inch mercury.

  • Page 50: Screen & Audio Settings

    Field Option Description Ascending Lists are ordered in ascending order of sort type. Code Record Before Sets if the codeblock is saved before or after Meas. or the measurement. Refer to "9 Coding". After Meas. Code Sets if the code will be used for one, or many, measurements.
  • Page 51 Screen & Audio Set- Description of fields tings Field Option Description Display Illum. Off to 100% Sets the display illumination in 20% steps. Reticle Illum. Off to 100% Sets the reticle illumination in 10% steps. Touch Screen Available for Color and Color&Touch screen only.

  • Page 52: Edm Settings

    Field Option Description Setout Beep The instrument beeps when the distance from the current position to the point to be staked is ≤ 0.5 m. The closer the prism is to the point to be staked the faster the beeps will be. Beep is deactivated.
  • Page 53 For any prism modes, the user can define User 2 two of their own prisms. Constants can be entered in mm in either Leica Const. or Abs. Const.. For example: User prism constant = -30.0mm Leica Const. = +4.4 mm (34.4 + -30 = 4.4)
  • Page 54 Meas. Limit value: 2 to 99 Leica Const. Display only This field displays the Leica prism constant for the selected Prism Type. Editable field Where Prism Type is User 1 or User 2 this field becomes editable to set a user defined constant.
  • Page 55 The refraction correction is taken into account in the calculation of the height differences and the horizontal distance. Refer to "16.7 Scale Correction" for the application of the values entered in this screen. ☞ When PPM=0 is selected, the Leica standard atmosphere of 1013.25mbar, 12°C, and 60% relative humidity is applied. Settings...
  • Page 56 • LandXML Data and HeXML To import and use the measurements into Leica Infinity, the distances recorded in LandXML differ from the distances on the instrument. Settings...

  • Page 57: Interface Settings

    Interface Settings Description BT-PIN To set a PIN code for the Bluetooth connection. The default Bluetooth PIN is ’0000’. Default To reset the fields to the default Leica standard settings. Available for RS232. Description of fields Field Option Description Port Instrument port.

  • Page 58: Ftp Client

    Display only TCP/IP port number in use. Leica standard When Default is selected the communication parameters are reset to the settings default Leica standard settings: 115200 Baud, 8 Databit, No Parity, No Flow Control, 1 Stopbit. • Interface plug connections...
  • Page 59 FTP protocol is used to transfer between an instrument, which has an Internet device connected, and the FTP server. The zip/unzip functionality is included. ☞ Configure and connect the Internet interface before using this function. Access Select Settings from the Main Menu. On the General page, select FTP.

  • Page 60: Internet Settings

    Description Send To copy the file to its corresponding directory on the FTP server. To change between the data storage devices and the internal memory. More To change between date, time and size. FTP Data Transfer, The files located on the FTP server are displayed. Office page Whenever switching to this page, if the connection to the server was discon- nected, then a refresh action is done or it reconnects to the server.

  • Page 61: Adjust

    Field Option Description Auto select Yes or Select this option for a manual or automatic provider selection. Editable field APN (Access Point Name of a server from the network provider). Contact your provider to get the correct APN. APN cont. Editable field Access Point Name of a server from the net- work provider.

  • Page 62: Startup Sequence

    Menu selection Description View Current Adj. Data Displays the current adjustment values that have been set for Hz-Collimation, V-index and Tilt Axis. Adjustment Reminder Defines the time period from the last adjust- ment to when a reminder message should display to do another adjustment. Options are: Never, 2 weeks, 1 month, 3 months, 6 months, 12months.
  • Page 63 Access Select Settings from the Main Menu. On the Tools page, select Info. Press the button to scroll through the screens of available set- tings. Info Page 1/5 or System This screen displays information about the instrument and operating system. Description Reset To reset all settings to the system default.
  • Page 64 Field Option Description Active Lan- Display only Displays the current language and version guage number selected for the instrument. EDM-Firm- Display only Displays the version number of the EDM ware firmware. Oper. Sys- Display only Displays the operating system of the instru- ment.

  • Page 65: Licence Keys

    Select PIN-lock from the Favourites Menu. Entering the PUK If a wrong PIN has been entered five times, the system will prompt for a Per- code sonal UnblocKing code. The PUK code must be ordered from your Leica Geo- systems representative. Settings...

  • Page 66: Loading Software

    If the PUK code entered is correct then the instrument will start up and reset the PIN code to default value 0 and Use PIN-Code: Off. Deactivate PIN code Select Settings from the Main Menu. step-by-step On the Tools page, select PIN. Enter the current PIN in PIN-Code:.
  • Page 67 The Upload Languages! screen will appear displaying all language files. Select Yes or No for a language file to be uploaded. At least one language must be set to Yes. Press Cont. Once successfully loaded, the system will shut down and restart again automatically.

  • Page 68: Apps - Getting Started

    Select Apps from the Main Menu. Press the button to scroll through the screens of available apps. Press the number of the app (for TS03) or tab on an icon (for TS07) to select the specified app in the Programs Menu. Pre-settings screens Pre-settings for Survey is shown as an example.

  • Page 69: Setting The Job

    Page key for TS03 or tap on page for TS07 to change to another page. Refer to "5.4 Screen & Audio Set- tings" to turn off the app descrip- tion. Cont To change to the next screen. [ • ] = Setting has been made.

  • Page 70: Station Setup

    Description Cont To continue with the selected job. To create a new job. List To display the list of available jobs. Description of fields Field Option Description Selectable list Name of an existing job to be used. Operator Editable field Name of operator, if entered.
  • Page 71 Station coordinate calculation Directions Easting Northing Height Station coordinates X0 Easting coordinate of station Y0 Northing coordinate of station Z0 Height of station TSOX_097 Station orientation calculation Known coordinates P0 Instrument station P1 Target point P2 Target point P3 Target point Calculations Hz1 Station orientation TSOX_025...

  • Page 72: Apps

    The code that was entered is searched for within the code list and it is possible to see, change and/or add attributes to the code. To toggle through the codelist, change to page 4/4 for TS03 or to page Code for TS07. • Quick coding: Q-Code Enter the shortcut to the code.
  • Page 73 P0 Instrument station P1 Known point P2 Known point P3 Known point TSOX_033 Setup methods The following setup methods are available: Setup method Description Orientation with Angle The station is known. Aim at a target to set the orientation. Orientation with Coordinates The station and target coordinates are known.
  • Page 74 Access Select Apps from the Main Menu. Select Setup from the Programs Menu. Select a job. Refer to "6 Apps - Getting Started". Select F2 Settings: • Set the standard deviation limits for the position, height, Hz ori- entation, and the Face I-II difference. For Local Resection, define the positive North or positive East axis.

  • Page 75: Measuring The Target Points

    For the Local Resection method, Cont continues to the Meas. Pt1: Origin (0/0/0) screen. The first point measured is the origin of the coordinate system. The second point measured is, depending on the setting, either the North or East direction of the coordinate system. Enter Target Point: Enter the PtID of the target.
  • Page 76 Enter the point ID and height of the target. Measure the Hz angle and repeat the measurement in the ohter face: Face Press Set to set the new orientation. The station setup is complete. Sight target point The remaining screens are available for all methods except Ori. with Angle and Local Resection.

  • Page 77: Station Setup Results

    Description of fields Field Option Description Accur. Posit. Display only If the standard deviation for position in East and North is calculated, a checkbox is dis- played. The checkbox is checked if the calcu- lated position is within the standard devia- tion limits or crossed if it is not.
  • Page 78 Description Add Pt To return to the Enter Target Point screen to enter the next point. Resid. To display residuals and to define the use of points as 1D, 2D or 3D. Refer to "Residuals". Std.Dev To display the standard deviation of the station coordinates and orientation.
  • Page 79 Description of fields Field Option Description Indicates if and how a target point is used in the station calculation. Easting, Northing and Height coordinates are used for the calculation. Easting and Northing coordinates are used for the calculation. Only the height of the point is used for the calculation.

  • Page 80: Surveying

    ☞ If a target point is measured several times in the same face, only the last • valid measurement is used for computation. For Method: Resection: • The prism used for face I and face II measurements must be the same. •...
  • Page 81 Polar Stakeout mode Instrument station Current position Point to be staked : Difference in horizon- tal distance ΔHz: Difference in direction : Difference in height TSOX_027 Orthogonal to Station Stakeout mode Instrument station Current position Point to be staked ΔL: Difference in longitudi- nal distance ΔT: Difference in perpendic- ular distance...
  • Page 82 Setout Settings Description of fields Field Option Description Pre-/Suffix Only used for the Setout app. Prefix Adds the character entered for Identifier in front of the original point number of the point to be staked. Suffix Adds the character entered for Identifier at the end of the original point number of the point to be staked.
  • Page 83 Setout Description To enter the direction and horizontal distance to a stake out point. B&Dist Manual To manually enter coordinates of a point. Survey To switch to the Survey app. Press ESC to return to the Set- out screen. ☞ Refer to "3.8 Graphic Symbols"...

  • Page 84: Reference Line

    Field Option Description Display only Easting offset: Positive if stake out point is to ΔE the right of the measured point. Display only Northing offset: Positive if stake out point is ΔN further away than the measured point Reference Line 7.5.1 Overview Description...

  • Page 85: Defining The Reference Line

    Next step After defining the base line the Reference Line - Info screen will appear for defining the reference line. 7.5.3 Defining the Reference Line Description The base line can be offset from, either longitudinally, in parallel or vertically, or be rotated around the first base point.

  • Page 86: Measure Line & Offset

    Longitudinal offset of the start point, refer- ence point (P3), of the reference line in the direction of base point 2. Available on page 2/2 for TS03 or on page Shifts for TS07. Positive values are towards base point 2. Height...

  • Page 87: Stakeout

    P0 Instrument station P1 Start point P2 End point P3 Measured point P4 Reference point d1 D Offset d2 D Line TSOX_035 Example of height dif- ference relative to first reference point TSOX_037 P1 Start point P2 Target point P3 Target point Reference height d1 Height difference between start point and the reference height d2 Height difference between P2 and the reference height...
  • Page 88 Example orthogonal stakeout P0 Instrument station P1 Start point P2 End point P3 Stake out point P4 Measured point D Parallel offset D Longitudinal offset TSOX_038 Access Press Setout from the Reference Line - Info screen. Orthogonal stakeout Enter the stake out elements for the target points to be staked out relative to the reference line.

  • Page 89: Grid Stakeout

    Description of fields Field Description Horizontal direction from the measured point to the stake ΔHz out point. Positive if the telescope must be turned clockwise to the stake out point. Longitudinal distance from the measured point to the stake ΔL out point.
  • Page 90 Description of fields Field Options Description Start Chain Editable field Distance from the reference line start point to the beginning grid start point. Increment Editable field Length of incrementation. Offset Editable field Offset distance from the reference line. Next step Press Cont to proceed to the Reference Grid - Setout screen.

  • Page 91: Line Segmentation

    Field Option Description Display only Horizontal distance from the measured point to stake out point. Positive if the stake out point is further away than the measured point. Display only Height difference from the measured point to the stake out point. Positive if the stake out point is higher than the measured point.
  • Page 92 Description of fields Field Option Description Line Length Display only Calculated length of the defined reference line. Segment Display only Length of each segment. Updated automati- Length cally if the number of segments is entered. Segment Display only Number of segments. Updated automatically if the segment length is entered.
  • Page 93 Description of fields Field Option Description Segm Selectable list Segment number. Includes the misclosure segment, if applicable. CumL Selectable list Cumulation of the segment lengths. Changes with the current number of segments. Includes the misclosure segment length if applicable. Display only Horizontal direction from the measured point ΔHz to the stake out point.

  • Page 94: Reference Arc

    Reference Arc 7.6.1 Overview Description The Reference Arc app allows the user to define a reference arc and then com- plete the following tasks with respect to the arc: Line & offset • Stakeout (Point, Arc, Chord, Angle) • Access Select Apps from the Main Menu.
  • Page 95 Reference Arc - Meas- Description of fields ure to start point Field Option Description Start Pt Editable field Point ID of the start point. Centre Pt Editable field Point ID of the center point. Mid Pt Editable field Point ID of the mid point. End Pt Editable field Point ID of the end point.

  • Page 96: Measure Line & Offset

    Description of fields Field Option Description Ref. Height Depending on the task chosen this parame- ter determines the design height. When measuring to a line, it affects the • height difference value. When staking, it affects the delta height • value.

  • Page 97: Stakeout

    Measure Line & Off- Description of fields Field Option Description Display only Calculated distance longitudinal to the refer- ΔL ence arc. Display only Calculated distance perpendicular from the ΔO reference arc. Display only Calculated height difference relative to the ΔH start point of reference arc.
  • Page 98 Stake out chord To stake out a series of equidistant chords along the arc. P0 Center point of arc P1 Start point of arc P2 Stake out point P3 Stake out point P4 End point of arc Radius of arc Chord length TSOX_044 Stake out angle...
  • Page 99 Field Option Description None All of the misclosure will be added to the last arc-section. Equal The misclosure will be equally distributed between all sections. Start Arc All of the misclosure will be added to the first arc-section. Start & End The misclosure will be added half to the first arc-section and half to the last arc-section.

  • Page 100: Reference Plane

    Description of fields Field Option Description Display only Horizontal direction from the measured point ΔHz to the stake out point. Positive if the tele- scope must be turned clockwise to the stake out point. Display only Horizontal distance from the measured point to the stake out point.
  • Page 101 ΔZ ΔX TSOX_061 X-axis of local coordinate system. Y-axis of local coordinate system. Z-axis of local coordinate system. P1 First point, origin of local coordinate system. P2 Second point P3 Third point P4 Measured point. This point is probably not located on the plane. P5 Intersection point of the perpendicular vector from P4 to the defined plane.

  • Page 102: Tie Distance

    Measure plane and Once the plane has been defined by three points, the Measure tar- target points get point! screen appears. Measure and record the target point. The results are displayed in the Reference Plane Result screen. Reference Plane Result Description NewTgt To record and save the intersection point and to proceed to...
  • Page 103 Polygonal method Instrument station P1-P4 Target points Distance from P1-P2 Distance from P2-P3 Distance from P3-P4 Azimuth from P1-P2 Azimuth from P2-P3 Azimuth from P3-P4 TSOX_046 Radial method Instrument station P1-P4 Target points Distance from P1-P2 Distance from P1-P3 Distance from P1-P4 Azimuth from P1-P4 Azimuth from P1-P3 TSOX_047...

  • Page 104: Area & Dtm Volume

    Description NewPt 1 To calculate an additional line. The app starts again at point NewPt 2 To set point 2 as the starting point of a new line. A new point 2 must be measured. Radial To switch to radial method. Description of fields Field Option...
  • Page 105 TSOX_049 P0 Instrument station P1 Target point which defines the sloped reference plane P2 Target point which defines the sloped reference plane P3 Target point which defines the sloped reference plane P4 Target point Perimeter (3D), polygonal length from the start point to the current measured point of the area (3D) Area (3D), projected onto the sloped reference plane Perimeter (2D), polygonal length from the start point to the current...

  • Page 106: 2D / 3D Area

    The graphic on the Plot page shows additionally the area projected onto the reference plane, the horizontal distance between the points the perimeter and the area. 7.9.2 2D / 3D Area Graphical representation Instrument station P1a.. Boundary point Volume as calculated by the triangulated irregular net- work (TIN) 001857_002...

  • Page 107: Area To Reference Plane

    Description of fields Field Option Description A 2D Display only Two-dimensional area calculated by projec- tion onto a horizontal plane. A 3D Display only Three-dimensional area calculated by projec- tion onto an automatically defined horizontal reference plane. The 3D area is calculated based on the fol- lowing: The system will use the three points •...

  • Page 108: Dtm Volume

    Description of fields Field Options Description A 2D Display only Two-dimensional area calculated by projec- tion onto a horizontal plane. A 3D Display only Three-dimensional area calculated by projec- tion onto the manually defined reference plane. The 3D area is calculated automatically after measuring or selecting three points.
  • Page 109 Description NewArea To define a new area. New BL To define a new breakline area and calculate a new volume. @BLPt To add a new point to the existing breakline area and calcu- late a new volume. To exit the app. Description of fields Field Option...
  • Page 110 Field Option Description DTM- Display only Area defined by ground points, calculated by Grd.Area TIN. BreakLn Display only Area defined by breakline points, calculated Area by TIN. DTM-Volume Display only Volume as calculated by TIN. Swell Factor Editable field Factor that gives the relationship between the volume of a material as found in nature, to the volume of the same material after excavation.

  • Page 111: Area Division

    Soil type Swell factor Weight per cubic metre Clay 1.20 - 1.50 2.1 t Topsoil, humus 1.25 1.5 - 1.7 t Sandstone 1.35 - 1.60 2.6 t Granite 1.35 - 1.60 2.8 t 7.9.5 Area Division Area division methods The diagrams show the area division methods. Area Division method Description Parallel line(%)
  • Page 112 Area Division method Description Swing line(%) The area is divided by a line rotated around an existing point of the area. The division is calculated using a defined percentage split. 007473_002 P0 Selected rotation point P1 New point on swing line Azim.

  • Page 113: Remote Height

    Description NewArea To measure or define a new area. New Div To define a new area division. Setout To stake out the calculated points. To store the intersection points as fixpoints and to exit the app. Description of fields Field Option Description Left and...

  • Page 114: Cogo

    Access Select Apps from the Main Menu. Select Remote Ht from the Programs Menu. Complete app pre-settings. Refer to "6 Apps - Getting Started". Remote height Measure to the base point or press hr=? to determine an unknown target measurement height.

  • Page 115: Inverse And Traverse

    Access Select Apps from the Main Menu. Select COGO from the Programs Menu. Complete app pre-settings. Refer to "6 Apps - Getting Started". Select a COGO subapp from the COGO Main Menu. Graphics In the Results screen, press Setout to access the Stakeout graphic. Or, in the Results screen, change to the second page for a simple graphic.
  • Page 116 Brg-Brg • • Brg-Dst Dst-Dst • 4 Point • Bearing - Bearing Use the Bearing - Bearing subapp to calculate the intersection point of two lines. A line is defined by a point and a direction. Known P1 First known point P2 Second known point a1 Direction from P1 to P3 a2 Direction from P2 to P3...

  • Page 117: Offsets

    Use the 4 Point subapp to calculate the intersection point of two lines. A line is defined by two points. To add a shift for the lines, change to page 2/2 for TS03 or page Shifts for TS07. + indicates a shift to the right. - indicates a shift to the left.

  • Page 118: Line - Extension

    Known P0 Instrument station P1 Start point P2 End point d1 D Line d2 D Offset Unknown P3 COGO point TSOX_105 Plane Offset Use the Plane Offset subapp to calculate the coordinates of a new point and its height and offset, in relation to a known plane and offset point. Known P1 Point 1 which defines plane P2 Point 2 which defines plane...
  • Page 119 P0 Center point P1 Start point of arc P2 End point of arc P3 Point to stake Anti-clockwise Clockwise c+ Distance from start of arc, fol- lowing curve d- Perpendicular offset from arc Radius of arc TSOX_132 Access Select Apps from the Main Menu. Select Road 2D from the Programs Menu.
  • Page 120 For a curve element: Enter the radius and curve direction. • Press Cont. • For a spiral element: • Select the method to be used, Rad/Par. or Rad/Len.. Enter the radius and parameter, or radius • and length, depending on the method chosen.

  • Page 121: Road 3D

    • Creation, view and deletion of alignments onboard. Use of design height of vertical alignments or manually entered heights. • Log file via Format manager of Leica Infinity. • Road 3D methods Road 3D has the following subapps: Subapp Check •...

  • Page 122: Basic Terms

    ☞ The alignment file data has to be in the same data structure as Leica Infin- • ity Road Line Editor. These gsi files have unique identifiers for each ele- ment which are used by the app. The alignments must be continuous because geometrical gaps and chain- •...
  • Page 123 Element Description Straight A straight has to be defined by: Start point (P1) and end point (P2) with known Easting • and Northing coordinates. P1 Start point P2 End point TSOX_109 Curve A circular curve has to be defined by: •...
  • Page 124 Element Description Spiral types Entry spiral (Spiral in = A): Spiral with a radius of infinity • at the start and a given radius at the end. • Exit spiral (Spiral out = B): Spiral with a given radius at the start and radius of infinity at the end.
  • Page 125 Element Description TSOX_114 P1 Start point P2 End point Length TSOX_115 Slope Horizontal and verti- a = Horizontal alignment (top view) cal geometry ele- R1 Radius 1 ments combined R2 Radius 2 a1 Straight a2 Curve with R1 TSOX_116 a3 Partial spiral with R1 and R2 a4 Curve with R2 a5 Spiral out with R2 and R=∞...

  • Page 126: Creating Or Uploading Alignment Files

    Cut / Fill Description Cut situation TSOX_117 Horizontal alignment Hinge point Slope Catch point Natural surface Fill situation TSOX_118 Horizontal alignment Hinge point Slope Catch point Natural surface 7.13.3 Creating or Uploading Alignment Files Description Create horizontal and vertical road alignment files with Instrument Tools Road Line Editor and upload them onto the instrument using the Data Exchange Manager.
  • Page 127 Description of fields Field Description Horiz. Aln. List of available horizontal alignment files. ☞ Using a horizontal alignment file is mandatory. Vertic. Aln. List of available vertical alignment files. ☞ Using a vertical alignment file is not mandatory. A height can be defined manually instead. Next step •...

  • Page 128: Stake

    Field Option Description Use Design The height reference for height calculations Hgt. is the selected vertical alignment file. Manual Ht. Editable field Height to be used for Manual Height. Next step Select a softkey option, Setout, Check, Stk Slp or Ch Slp, to proceed to a subapp.

  • Page 129: Check

    Field Option Description Display only Horizontal offset: Positive if the stake out point is further away than the measured point. Display only Height offset: Positive if the stake out point ΔHeight is higher than the measured point. Display only Longitudinal offset: Positive if the stake out ΔChain point is further away than the measured point.

  • Page 130: Stake Slope

    3D-Road Check Description of fields Field Öption Description Offset Left, Defined horizontal offset. Right or Centre. Chainage Display only Current chainage from measured point. Offset Display only Perpendicular offset to alignment. Ht.Diff. Display only Height difference between the measured point and the defined height. Display only Calculated difference in Easting coordinate ΔEast...
  • Page 131 P1 Measured point Horizontal alignment Defined offset Defined height difference Hinge point Defined slope Catch point Natural surface TSOX_056 D Offset to catch point Cut/fill to catch point Offset to hinge point Offset to alignment Height difference to hinge point Height difference to align- ment Access...
  • Page 132 Field Option Description Right up Creates an upward plane extending to the right of the defined hinge point. Left down Creates a downward plane extending to the left of the defined hinge point. Right down Creates a downward plane extending to the right of the defined hinge point.

  • Page 133: Check Slope

    Field Option Description ΔH Aln Display only Height difference to the alignment. The verti- cal offset between defined height at the cur- rent chainage, and the measured position, excluding the defined height difference. Display only Slope distance from the measured point to the alignment.

  • Page 134: Traverse

    Access Press Ch Slp from the Setout/Check/Slope values screen. Slope Check Hinge Val. Description of fields Field Option Description Offset Selectable list Defined horizontal offset. Left, Right or Cen- ter. Chainage Display only Current chainage from measured point. Offs.Hng Display only Offset to hinge.

  • Page 135: Starting And Configuring Traverse

    Description Traverse is an app used to establish control networks whereby other survey operations such as topographic surveys or point stake outs can be completed. The Traverse methods include 2D Helmert transformation, compass rule and transit rule. 2D Helmert transfor- A Helmert transformation is calculated based on two control points.
  • Page 136 • F1 Set Job: Only one traverse per job is allowed. If an adjusted or finished traverse is already part of the selected job, then select another job. Refer to "6 Apps - Getting Started". F2 Set Tolerances: • Use Tolerances: Yes to activate the use of tolerances. Enter limits for horizontal direction (the difference between measured and calculated azimuth to the closing point), distance (the distance between known and measured closing point), and...

  • Page 137: Measuring Traverse

    Measure Traverse - Description of fields Enter Station Data Field Option Description Stat.ID Editable field Name of the station. Editable field Height of the instrument. Desc. Editable field Description of the station, if desired. ☞ Every Traverse must start on a known point. Next step Press Cont to confirm station data and proceed to the Traverse - Select screen.
  • Page 138 C1, C2 Control points C4, C5 Control points Check point P1...P3 Traverse points TP1...TP3 Topographic points North direction TSOX_059 With known azimuth Start a traverse with a known azimuth Start on a known point, aim to any direction (e.g. a tower) and define this •...

  • Page 139: Moving Ahead

    Field Description F3 Exit Traverse Returns to the Apps Menu. The traverse stays active and can be continued later. The data from the last station is lost. F4 Back Returns to the previous screen where ESC was pressed. Repetitive loop for Alternating between screens for the backsight and foresight measurements the number of sets continues according to the configured number of sets.

  • Page 140: Closing A Traverse

    Field Description Enter the name of the check point and the height of the reflector. Press Cont to go to the next screen. Measure the check point. The differences in Easting, Northing and Height are dis- played. A message will appear if the tolerances defined in the Traverse configuration are exceeded.
  • Page 141 Traverse Results Description Adjust To calculate an adjustment. Unavailable when the traverse is left open. ViewTol To view the tolerances for the traverse. S-Shot To measure a sideshot. EndTrav To record the results and end the traverse. Description of fields Field Option Description...
  • Page 142 Set Adjustment Parameter Description of fields Field Option Description No.of Stn. Display only Number of stations in the traverse. Azimuth Err. Display only Azimuth closure error. Misc.-Distr. For misclosure distribution. ☞ Angle misclosures are distributed equally. Compass For surveys where angles and distances were measured with equal precision.

  • Page 143: Tunnel

    The tolerance limits have been exceeded. If not accepted, the calculations can be redone. Traverse points are re- cal- An information message displayed while the culated and newly stored… adjustment is calculated. 7.15 Tunnel ☞ Refer to the separate manual "Leica TS03/TS07 Tunnel Application". Apps...

  • Page 144: Favourites

    Favourites Overview Description Favourites can be accessed by: Description Opens the Favourites Menu and a function can be selected and activated. Activates the specific function assigned to the key. Any func- tion from the Favourites Menu can be assigned to these keys.

  • Page 145: Target Offset

    Favourite Description Refer to "8.3 Hidden Point". Hidden Pt Refer to "8.4 Check Tie". CheckTie Refer to "8.6 Backsight Check". BS-Check To create a sketch on a virtual piece of paper. Refer to "8.7 SketchPad". SketchPad To deactivate/activate the touch screen. Available for TS07. Touch Distance Sets the distance measurement unit.

  • Page 146: Cylindrical Offset

    Enter offset values Description Default To reset offset values to 0. Cylindr To enter cylindrical offsets. Description of fields Field Option Description Trav. Off. Perpendicular offset. Positive if the offset point is to the right of the measured point. Length Off. Longitudinal offset.
  • Page 147 α TSOX_023 Instrument station Centre point of cylindrical object Horizontal angle to a point on the left side of the object Horizontal angle to a point on the right side of the object Distance to the object in the middle between Hz1 and Hz2 Radius of cylinder Azimuth from Hz1 to Hz2 Access...

  • Page 148: Hidden Point

    Next step Once ΔHz is zero, press Meas to complete the measurement and display the results. Cylindrical Offset Result Description Finish To record results and return to the main Offset screen. To measure a new cylindrical object. Description of fields Field Option Description...

  • Page 149: Check Tie

    Access Press the Favourites key when within any app. Select Hidden Pt from the Favourites Menu. If necessary, press Rod/EDM to define the rod or EDM settings. Hidden Point - Rod Description of fields Settings Field Option Description EDM Mode Selectable list Changes the EDM Mode.

  • Page 150: Edm Tracking

    Azimuth Slope distance Height distance Horizontal distance P0 Instrument station P1 First point P2 Second point TSOX_021 Access Press the Favourites key when within any app. Select CheckTie from the Favourites Menu. Check Tie Description of fields Field Option Description Bearing Display only Difference in bearing between the two...

  • Page 151: Backsight Check

    EDM Mode Tracking mode OFF! <=> Tracking mode ON! Prism Precise+ <=> Tracking / Precise&Fast <=> Tracking Non-Prism NP-Precise <=> NP-Tracking ☞ The last active measurement mode remains set when the instrument is switched off. Backsight Check Description This favourite enables the user to remeasure to the point(s) used for Station Setup.
  • Page 152 Description Back To return to the last active screen. Store To store and link the field sketch. Overview of keys, Icon Key or Description softkeys and icons for Softkey sketching To activate sketching. The icon is displayed: To quit sketching. The icon is displayed.

  • Page 153: Coding

    PC. Refer to "12.3 Importing Data" and "12.2 Exporting Data". Number of codes supported in codelists: Up to 200, when created using Leica Infinity. • GSI coding Codes are always stored as free codes (WI41-49), that means that codes are not directly linked to a point.

  • Page 154: Quick Coding

    The codelist editor of Leica Infinity or a special TS Tools col- lection can assign a status to the attributes. Attributes with status "fixed" are write-protected. They cannot be overwrit- ten or edited.
  • Page 155 The quick code number can be assigned when the code is created in the Cod- ing screen, in the Codelist Manager in Leica Infinity or a special TS Tools collec- tion, or it is assigned in accordance with the order in which the codes were entered, for example, 01 ->...

  • Page 156: Mapview Interactive Display Feature

    MapView Interactive Display Feature 10.1 Overview Description MapView is an interactive display feature embedded in the firmware. MapView provides a graphical display of the survey elements which allows for a better overall understanding of how the data being used and measured relates to each other.

  • Page 157: Mapview Components

    10.4 MapView Components 10.4.1 Screen Area Standard screen North arrow Scale bar Toolbar 016230_001_en Scale bar Symbol Description Scale of the current screen. The minimum is 0.1 m. There is no maximum for the zoom but the scale cannot display val- ues greater than 99000 m.

  • Page 158: Point Symbols

    The softkeys are available regardless of the mode in which MapView was accessed and always perform the same functions. On the right side of the screen, a toolbar with icons is available. Some func- tions of the toolbar can also be performed by using a softkey or key instead. Refer to the following table for a description of the toolbar functions and their respective softkey/key equivalents, if available.

  • Page 159: Selecting Points

    Symbol Description Calculated station Station active Measured point. Show in Map: Measurements or Show in Map: Meas & Fixpts must be selected in Screen & Audio Settings, Map page. Measured point active 10.5 Selecting Points Selecting a point Available for TS07. using the touch Press Map in the screen where points must be selected.

  • Page 160: Imaging & Sketching

    Imaging & Sketching 11.1 Screenshot Description Screenshots can be taken from the display as additional information in • support cases. The images can be linked to the station or to points stored in the job. • Requirements • A TS07 must be used. In Work Settings, General page, set USER Key 1: Screenshot or USER •...

  • Page 161: Image Management

    When taking a new screenshot Press a user key configured with the option Screenshot. Click the icon in the toolbar. Overview of keys, Icon Key or Description softkeys and icons for Softkey sketching To activate sketching. The icon is displayed: To quit sketching.
  • Page 162 Description Delete To delete the image and all its links. DelLnk To delete only a link but not the image. Links can be selected from a list. Info To show the file name, job, creation date, modification date and links. List To list all images stored in the selected job.

  • Page 163: Data Management

    Data Management 12.1 Manage Access Select the Manage page in the Main Menu. Job name, The Manage page contains all functions for entering, editing, checking and Manage page deleting data in the field. Menu item Description To select, view, create and delete jobs. Jobs are a summary of data of different types, for example, fixed points, measure- ments or codes.

  • Page 164: Exporting Data

    RS232 serial interface A receiver, such as a laptop, is connected to the RS232 port. The receiver requires Leica Infinity or another third-party software. ☞ If the receiver is too slow in processing data the data could be lost.
  • Page 165 XML standards do not allow a mix of imperial and metric measurement • systems. When exporting XML data, all measurements will be converted to the same measurement system as set for the distance unit. For example, if the distance unit is set to a metric unit (metre), the pressure and tempera- ture units will be converted to metric units as well, even if they are set to imperial units on the instrument.
  • Page 166 If export is to a USB memory stick, SD card or internal memory, select the desired file location and press Cont. Select the data format, enter the file name and press Cont or Send. DXF: To export data using Leica Infin- ity. Fixed format (X/Y/Z). DXF Custom: To export data using an USB stick.
  • Page 167 For data format is DXF Cus- tom: Define the point type export, image export, the X/Y/Z export, the size of the point symbols and the labelling plus coloring of additional point information. Define if identifiers are included for additional point information. Press Cont.

  • Page 168: Importing Data

    Job data can be exported from a job in dxf, gsi, csv and xml file types, or any formats other user-defined ASCII format. A format can be defined in the Format Man- ager of Leica Instrument Tools. RS232 example job data output Within the Data Type setting Measurements, a data set could be shown as follows: 11..+00000D19...
  • Page 169 Access Select the Manage page in the Main Menu. Select Data Transfer. Select Import. Import Description of fields Field Option Description From Selectable list Select the memory device. Instrument Only option File Selectable list Import a single file or a backup folder. ☞...

  • Page 170: Working With A Usb Memory Stick

    Whilst other USB memory sticks may be used, Leica Geosystems recommends Leica industrial grade USB memory sticks and cannot be held responsible for data loss or any other error that may occur when using a non-Leica USB mem- ory stick.

  • Page 171: Working With The Sd Card

    The cap of a Leica industrial grade USB memory stick can be stored on the underside of the compartment lid. Close the compartment lid and turn the knob to lock the compart- ment closed. Format an USB mem- Formatting the USB memory stick before starting to store data is required if a...

  • Page 172: Working With The Internal Memory

    SD card is used, or if all existing data needs to be deleted. ☞ The formatting function on the instrument only works for Leica SD cards. All other SD cards should be formatted on a computer. ☞ Despite an automatic defragmentation, the SD card gets fragmented after a while.

  • Page 173: Working With Bluetooth

    12.7 Working with Bluetooth Description Instruments can communicate with external devices via a Bluetooth connection. The instrument Bluetooth is a slave only. The Bluetooth of the external device will be the master, and therefore will control the connection and any data transfer.
  • Page 174 Hold the SIM card with the contacts facing to the instrument and the cut edge of SIM card facing downwards. ☞ Sliding in the SIM card differently could break the SIM card holder of the instrument. Slide the SIM card firmly into the slot until it clicks into position. Close the lid.

  • Page 175: Check & Adjust

    13.1 Overview Description Leica Geosystems instruments are manufactured, assembled and adjusted to the best possible quality. Quick temperature changes, shock or stress can cause deviations and decrease the instrument accuracy. It is therefore recom- mended to check and adjust the instrument from time to time. This check and adjust can be done in the field by running through specific measurement pro- cedures.

  • Page 176: Adjusting Line-Of-Sight And Vertical Index Error

    ence from storage to working environment, but at least 15 min, should be taken into account. 13.3 Adjusting Line-of-Sight and Vertical Index Error ☞ The procedures and conditions required to correct line-of-sight and vertical index errors are the same, therefore the procedure will only be described once. Line-of-sight error The line-of-sight error, or horizontal collimation error is the deviation from the perpendicular between the tilting axis and the line of sight.
  • Page 177 Check and adjust Level the instrument with the electronic level. Refer to "4 Operation"- step-by-step "Level up with the electronic level step-by-step". Aim at a point approximately 100 m from the instrument which is within 5° of the horizontal. ± 9° 0016346_001 Press Store to measure to the target point.

  • Page 178: Adjusting The Compensator

    Messages Description Hz-Angle is not suitable Horizontal angle in face II deviates by more for adjustment! than 5° from the target point. Aim on the target point with an accuracy of min. 5°. Confirmation of the message required. Timelimit exceeded! Time difference between measurements for Please repeat Adjustment! results storage exceeds 15 minutes.

  • Page 179: Adjusting The Tilting Axis Error

    ☞ If one or more errors are bigger than the predefined limits, the pro- cedure must be repeated. All measurements of the current run are rejected and are not averaged with the results from previous runs. Measure the target. The standard deviations of the determined adjustment errors can be calculated from the second run onwards.

  • Page 180: Adjusting The Circular Level Of The Instrument And Tribrach

    Either: Press More to measure another set to the same target point. • The final adjustment values will be the calculated average from all the measurements. Press Cont to save the new adjustment data, or • Press ESC to exit without saving the new adjustment data. •...

  • Page 181: Adjusting The Circular Level Of The Prism Pole

    The laser plummet is located in the vertical axis of the instrument. Under nor- mal conditions of use, the laser plummet does not need adjusting. If an adjust- ment is necessary due to external influences, return the instrument to any Leica Geosystems authorised service workshop. Inspect the laser plummet step-by-step 360°...

  • Page 182: Servicing The Tripod

    If the centre of the laser dot describes a perceptible circular move- ment or moves more than 3 mm away from the point which was first marked, an adjustment may be required. Inform your nearest Leica Geosystems authorised service centre. Depending on brightness and surface, the diameter of the laser dot can vary.

  • Page 183: Mysecurity

    Description mySecurity is a cloud-based theft protection. A locking mechanism ensures that the instrument is disabled and can no longer be used. A Leica Geosystems service centre will inform local authorities if such an instrument turns up. mySecurity is activated in myWorld.
  • Page 184 A warning comes up to confirm device as stolen. Click OK. The Status of the instrument changes to Stolen!. A Leica Geosystems service centre informs local authorities if such an instrument turns up. Locate stolen instru- If a reported, stolen instrument is registered to myWorld, then the IP address ment of the computer is logged.

  • Page 185: Care And Transport

    Shipping When transporting the product by rail, air or sea, always use the complete orig- inal Leica Geosystems packaging, container and cardboard box, or its equiva- lent, to protect against shock and vibration. Shipping, transport of When transporting or shipping batteries, the person responsible for the prod-...

  • Page 186: Cleaning And Drying

    15.3 Cleaning and Drying Product and accesso- Blow dust off lenses and prisms. • ries Never touch the glass with your fingers. • • Use only a clean, soft, lint-free cloth for cleaning. If necessary, moisten the cloth with water or pure alcohol. Do not use other liquids; these may attack the polymer components.

  • Page 187: Technical Data

    Technical Data 16.1 Angle Measurement Accuracy Available angular Standard deviation Display resolution accuracies Hz, V, ISO17123-3 ["] [mgon] ["] [°] [mgon] [mil] 0.0001 0.01 0.0001 0.01 0.0001 0.01 0.0001 0.01 0.0001 0.01 Characteristics Absolute, continuous, diametric. Updates each 0.1 to 0.3 s. 16.2 Distance Measurement with Reflectors Range...

  • Page 188: Distance Measurement Without Reflectors

    Accuracy Accuracy refers to measurements to standard reflectors. Distance meas- std. dev. std. dev. Measurement uring mode ISO 17123-4, ISO 17123-4, time, typical [s] standard prism tape Precise+ 1 mm + 1.5 ppm 3 mm + 2 ppm Precise&Fast 2 mm + 1.5 ppm 3 mm + 2 ppm Tracking 3 mm + 1.5 ppm...

  • Page 189: Distance Measurement Reflector (>4.0Km)

    Accuracy Standard ISO17123-4 Measure time, Measure time, measuring typical [s] maximum [s] 0m - 500m 2 mm + 2 ppm 3 - 6 >500m 4 mm + 2 ppm 3 - 6 Beam interruptions, severe heat shimmer and moving objects within the beam path can result in deviations of the specified accuracy.

  • Page 190: Conformity To National Regulations

    Conformity to • FCC Part 15 (applicable in US) national regulations Hereby, Leica Geosystems AG declares that the radio equipment type • TS07 is in compliance with Directive 2014/53/EU and other applicable European Directives. The full text of the EU declaration of conformity is available at the fol- lowing Internet address: http://www.leica-geosystems.com/ce.

  • Page 191: Dangerous Goods Regulations

    Leica Geosystems has developed Guidelines on “How to carry Leica products” and “How to ship Leica products” with Lithium batteries. Before any transportation of a Leica product, we ask you to consult these guidelines on our web page (http://www.leica-geosystems.com/dgr) to ensure that you are in accordance with the IATA Dangerous Goods Regulations and that the Leica products can be transported correctly.
  • Page 192 Value Circular level sensitivity 6’/2 mm Electronic level resolution 2" Control unit Type Description TS03 (Greyscale) and TS07 (Color&Touch): 640 x 480 pixels (VGA), 9 lines, keyboard illu- mination Instrument ports Name Description RS232 5 pin LEMO-0 for power, communication,...
  • Page 193 Instrument TS03 dimensions 194.6 mm 223.7 mm 0016353_001 TS07 212.2 mm 223.7 mm 0016621_001 Weight Type Value Instrument 4.3 kg - 4.5 kg (depending on hardware con- figuration) Tribrach 760 g Battery GEB331 110 g Battery GEB361 340 g Tilting axis height...
  • Page 194 ☞ Avoid dirt on cover glass. ☞ Avoid line-of-sight obstructions. The full spot needs to be on target. ☞ For best performance use the new Leica tripods. For older tripods, an upgrade of the screw is recommended. Power Type Description External supply voltage Nominal voltage 13.0 V DC...

  • Page 195: Scale Correction

    Environmental Temperature specifications Type Operating temperature Storage temperature [°C] [°C] -20 to +50 -40 to +70 instruments Battery -20 to +50 -40 to +70 USB memory -40 to +85 -50 to +95 stick Protection against water, dust and sand Type Protection IP66 (IEC 60529) instruments...

  • Page 196: Reduction Formulas

    The atmospheric correction includes: Adjustments for air pressure • • Air temperature For highest precision distance measurements, the atmospheric correction should be determined with: An accuracy of 1ppm • Air temperature to 1°C • • Air pressure to 3mbar Atmospheric Atmospheric corrections in ppm with temperature [°C], air pressure [mb] and corrections °C height [m] at 60% relative humidity.
  • Page 197 XML export Output without corrections for • • the atmospheric ppm • ppm is stored as metadata Corrections are applied during • later input, for example to Leica Infinity Formulas Mean Sea Level Instrument Reflector Slope distance Horizontal distance Height difference...
  • Page 198 = Y - A · X · Y TS_112 = X + B · Y TS_113 Horizontal distance [m] Height difference [m] * |sinz| * cosz Vertical circle reading (1 - k / 2) / R = 1.47 * 10 (1 - k) / (2 * R) = 6.83 * 10 0.13 (mean refraction coefficient) 6.378 * 10...

  • Page 199: Software Licence Agreement

    Leica Geosystems. Such software is protected by copyright and other laws and its use is defined and regulated by...
  • Page 200 Appendix A Menu Tree ☞ Depending on local firmware versions the menu items may differ. Menu tree |--|Setup |--|Survey |--|Setout |--|Apps |--|--|Stn.Setup |--|--|Survey |--|--|Setout |--|--|Tie Dist. |--|--|COGO |--|--|Area&Vol. |--|--|Remote Ht |--|--|Traverse |--|--|Ref.Line |--|--|Ref.Arc |--|--|Ref.Plane |--|--|Road 2D |--|--|Road 3D |--|--|Tunnel |--|Settings |--|--|Work |--|--|Regional |--|--|Data...

  • Page 201: Directory Structure

    Appendix B Directory Structure Description On the USB memory stick, files are stored in certain directories. The following diagram is the default directory structure. Directory structure |--|APPLICATION DATA Alignment files (*.db) • |--|CODES • Codelists (*.cls) |--|DB |--|--|JOB FOLDER Databases (*.db) •...
  • Page 202 849684-1.0.0en Original text (849684-1.0.0en) Published in Switzerland © 2018 Leica Geosystems AG, Heerbrugg, Switzerland Leica Geosystems AG Heinrich-Wild-Strasse CH-9435 Heerbrugg Switzerland Phone +41 71 727 31 31 www.leica-geosystems.com...

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