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Leica TPS800 Series User Manual

1. 141 Field adjustment 141 Storage M H 142 FO 142 Field adjustment 142 ST 142 Cleaning and Drying 143 Objective eyepiece and prisms 143 Fogging Of prisems 143 Damp pDroducte 143 Cables and plugs 143 Safety Drechons 144 Intended Use 144 Permitted use 144 Adverse use 144 Limits of Uee ccc ccceececseeeetseeeteees 145 Responsibilities 146 International Waranty Software Licence Agreement 147 Hazards of use erinnern 148 Laser Classification 152 Integrated Distancer Measurements with Reflectors IR mode 152 Integrated Distancer Measurements without Reflectors RL mode 155 Electronic Guide Light EGL 160 Laser plummet esses 162 Electromagnetic Compatibility EMC 164 FCC Statement Applicable in U S 166 Technical Data 168 Atmospheric correction 174 Reduction Tommmulae 177 DAX TEN 179 Fore Leica TPS800 3 0 0en Introduction The Leica Geosystems TPS800 is a high quality electronic Total Station designed for the construc tion site Its innovative technology makes the daily surveying jobs easier
2. The instrument is ideally suited for simple construc tion surveys and stake out tasks The easy operation of the instrument functions can be learned without problems in no time TPS800_ 201 Leica TPS800 3 0 0en Introduction Important parts 1 Optical sight 2 Integrated guide light EGL optional 3 Vertical drive 4 Battery 5 Battery stand for GEB111 Battery cover Eyepiece focussing graticule 8 Focussing telescope image 9 Detachable carrying handle with mounting screws 10 Serial interface RS232 11 Foot screw 12 Objective with integrated Electronic Distance Measurement EDM Beam exit 13 Display 14 Keyboard 15 Circular level 13 14 15161718 16 On Off key TPS800 Z02 17 Trigger key 18 Horizontal drive 7 VM Gi y O Mi L 2 N Instruments with EGL Instruments without EGL Introduction O n o Leica TPS800 3 0 0en Technical terms and abbreviations ZA Line of sight collimation axis Telescope axis line from the reticle to the centre of the objective SA Standing axis Vertical rotation axis of the telescope KA Tilting axis Horizontal rotation axis of the telescope Trunion axis V Vertical angle zenith angle VK Vertical circle With coded circular division for reading the V angle Hz Horizontal direction HK Horizontal circle With coded circular division for reading the Hz angl
3. 34 4 JPMINI Mini prism ES ES is set at Prismconst mm 34 4 e g mm 14 gt input 14 34 4 20 4 34 4 Reflectorless 34 4 Reflective targets USER 3 3 86 120 EDM Settings Prism Constant Calling the function in the EDM settings Entry of a user specific prism constant Input can only be made in mm Limit value 999 9 mm to 999 9 mm Laser Pointer Off Visible laser beam is switched off On Visible laser beam for visualising the target point is switched on Guide Light The person at the prism can be guided by the flashing lights directly to the line of sight The light points are visible up to a distance of 150 meters This is useful when stake out points EDM Settings E o co c E o e x oe e 6m 6m 20 ft 20 ft TPS800 Z46 1 Flashing red diode 2 Flashing yellow diode Operat range 5 150 m 15 500 ft Divergence 12 m 40 ft at 100 m 330 ft Leica TPS800 3 0 0en SCALE ATMOS Scale of projection Input of atmospheric parameters PROJECTION SCALE EEN EE ppm Distance measurement is influenced directly by the Enter scale faccor atmospheric conditions of the air in which distance measurement are taken ATMOSPHERIC DATA PPM Ht a MSL 500 m Temperature 16 C Pressure 952 hPa Scale factor 1 000060 Scale ppm 60 Atmos PPM 21 PPM Scale factor Entering
4. BT Leica TPS800 3 0 0en Basic Terms Horizontal and Vertical Geometry Elements combined Ce Start Endchainage and Tangent points can be different for the horizontal and vertical alignment a Tangent point TPS800 Z110 a 7 Horizontal Alignment top view b Vertical Alignment front view R1 Radius 1 b1 Straight R2 Radius 2 b2 Curve a1 Straight b3 Straight a2 Curve with R1 b4 Parabola a3 Partial Spiral with R1 and R2 b5 Straight a4 Curve with R2 a5 Spiral Out with R2 and R a6 Straight Leica TPS800 3 0 0en 88 Programs Basic Terms Slopes Explanation of the slope elements 1 Slope elements Horizontal alignment at a defined chainage Hinge point is defined by entered Offset Left Right and Height Difference Slope ratio Catch point or daylight point indicates the point of intersection between the slope and the natural surface Both the hinge point and the catch point lie on the slope Natural surface is the undisturbed surface before P1 Measured point project construction Horizontal alignment Hinge point Slope Catch point Natural surface Defined Offset Defined Height Difference Cut situation for defined slope A Offset to catch point Ja 0 OO TF 9 Programs pg Leica TPS800 3 0 0en 2 Cut situation 3 Fill situation ma 7 7 7 T 7 7 7 11 i ll bg bg lg lf III P AR AS E GE S T Ij Z2 LL IG fof LL LL IEEE EEL IIS Bg 1g MEE TPS
5. Maximum peak radiant power 59 mW 5 Pulse duration 800 ps Pulse repetition frequency 100 MHz 150 MHz Warning For safety aspects direct intrabeam viewing should be considered always as hazardous Precautions Do not stare into the beam or direct it towards other people unnecessarily These measures are also valid for the reflected beam Warning Looking directly into the reflected laser beam could be dangerous to the eyes when the laser beam is aimed at areas that reflect like a mirror or emit reflections unexpectedly for example prisms mirrors metallic surfaces or windows Leica TPS800 3 0 0en ros 56 Safety Directions Precautions Do not aim at areas that are essentially reflective Class 3R Laser Products used on construction sites such as a mirror or which could emit unwanted and outdoors for example surveying alignment reflections levelling Do not look through or beside the optical sight at a Only qualified and trained persons should be prisms or reflecting objects when the laser is swit assigned to install adjust and operate the laser ched on in laserpointer or distance measurement equipment mode Aiming at prisms is only permitted when b Areas in which these lasers are used should be looking through the telescope posted with an appropriate laser warning sign A Warning c Precautions should be taken to ensure that The use of Laser Class 3R equipment can be persons do not look directly with or without an
6. dE 1447 107 m R Jk 8 1 B JR 6 83 108 m k 0 13 R 637 100 m Leica TPS800 3 0 0en 178 Technical Data 2D Road WEE 52 A Abbreviations ccccccccceeecceeeeecaseeecaeeesaesesaues 12 Additional characters rrrrarrrrnnrrrnnnrvrnnnrnnnnrnnnnr 35 Adverse uses rrrrnrnrnrnnnnnvrnanernnnnvnnannnnnnnsnnnnnennn 144 Alphanumeric keys ANEREN 18 Angle measurement rrrrrnnnnrrnnnnnrrrnnnnrernnnnnnre 168 ANGIE qr 117 Application default settings 46 reelle e see 52 Nl 76 ATMOS EE EEE 122 Atmospheric correction rarrnnnnrnnnnnrvrnnnrnnnnnnnn 174 Automatic corrections 170 PU Mr 116 HEI 15 B Base LINE EE 62 63 sz EE P 139 Battery capacity EE 24 Baudrate EE 137 allo EE 115 Sr EEE EE 15 C Care and Transport rrrrnnrrrnnnnvnnnnnnnnnnnnnnnennnnr 141 Cartesian Stake out rrrrarvrrnvnnnrnnnrnnnnnnnnnnvnnevnnnn 55 CST EE 30 Character EE 35 Check amp Adjust bn 128 Check KEE 40 Circular level EN 132 Cleaning and Drying eeeeesesseess 143 Code Record eeeeeee eene 118 Ge cicdccicaisavsicensetectaieatasteumianeieatebiidectentecners 125 Codelist Manager rrrnrnnrrrnnnnrrrnnnnerrrnnnnerennnnene 16 COGO m ER 52 105 Collimation axis eem 12 Communication parameters 137 Compensator 5aovccesbsx
7. rennnnrnonnrnrrerrrnnrrennn 196 mm e with tribrach GDF 111 240 mm x 5 mm Power supply e Battery GEBI INi siorse NiMh MONG 5 TET 6V Capacity EE 2100 mAh e Battery GEB CN NiMh Ve 6V eegene 4200 mAh Technical Data DELE Leica TPS800 3 0 0en e External supply Automatic corrections via serial interface e Line of sight error rrrrrrnnrrvrrrnnrrvrnrnrrernnn Yes REN If an external cable is used e Vertical index error YCS EN then the voltage range must lie e Earth curvature En YCS SE between 11 5V and 14V e Refraction A YCS No of measurements angle distance JE Ii 61101010 RE Yes IT Lade approx 4000 e GEBITZT iiu diede niae approx 9000 Recording Temperature range 89232 Interface E Yes e Internal Memory seseeeseeeeees Yes Tvpe Operating Storage TO CAD ACI em 576 KB yP temperature temperature 10000 data blocks or 20 C 00 D Cig 4 70 C een z amp 16000 fixpoints TPS800 A F to 122 F A0 F to 158 F 20 C to 50 C 40 C to 55 C Battery internal A F to 131 F 40 F to 131 F Leica TPS800 3 0 0en 170s Technical Data Distance measurement IR Reflector mode Principle Phase measurement Type Coaxial infrared laser Carrier wave Class 1 780 nm Measuring system Special frequency system basis 100 MHz 21 5m Phase measurement Coaxial visibl
8. ALL or REC was activated then the last station is set as the current station Programs 4 T Leica TPS800 3 0 0en Orientation With the orientation Hz direction can be input manually or points with known coordinates can be set Method 1 Manual input 1 GD To input a random Hz orientation 2 Input of Hz direction reflector height and PtID 3 ALL Triggers measurement and sets orientation REC Records Hz direction and sets orientation Method 2 with coordinates To determine the orientation a target with known coordinates can also be used 1 D As orientation with coordinates 2 Input of the orientation point number and to determine the point found 3 To input and confirm the reflector height For determining the orientation a maximum of 5 target points with known coordinates can be used TPS800 Z29 1 1 Target point 2 2 Target point 3 3 Target point Leica TPS800 3 0 0en 48 Programs Orientation coordinates can be either obtained from the internal memory or entered manually SIGHT TARGET POINT SE EE 201 1 300 m E 236 56 14 em 12 235 0 569 m After each measurement you are asked wether to proceed or not Answering with yes brings you back to the Measurement dialog to take an additional measurement Answering with no brings you to the Result dialog 1 1 Status indication shows that first point was measured in telescope position l First point measured in telescope p
9. Adhere to the regulations governing safety and accident prevention and road traffic Warning If computers intended for use indoors are used in the field there is a danger of electric shock Precautions Adhere to the instructions given by the computer manufacturer with regard to field use in conjunction with Leica Geosystems products A Caution If the accessories used with the product are not properly secured and the product is subjected to mechanical shock for example blows or falling the product may be damaged or people may sustain injury Precautions When setting up the product make sure that the accessories for example tripod tribrach connecting Safety Directions KE Leica TPS800 3 0 0en cables are correctly adapted fitted secured and locked in position Avoid subjecting the product to mechanical stress Caution During the transport shipping or disposal of batteries it is possible for inappropriate mechanical influences to constitute a fire hazard Precautions Before shipping the product or disposing of it discharge the batteries by running the product until they are flat When transporting or shipping batteries the person in charge of the product must ensure that the appli cable national and international rules and regula tions are observed Before transportation or ship ping contact your local passenger or freight trans port company Warning Using a battery charger not recommended by Lei
10. Height of target point TPS800 Z10 Leica TPS800 3 0 0en 94 Introduction Area of applicability This User Manual is valid for all instruments of the TPS800 Series PC Program Package Leica Geo Office Tools LGO Tools The program package LGO Tools is used for the data exchange between the Total Station and the PC It contains several auxiliary programs in order to support your use of the Instrument Installation on the PC The installation program can be found on the CD ROM supplied Please note that LGO Tools can only be installed on computers with MS Windows 98 2000 or XP operating systems amp gt Any previous versions of LGO Tools on your computer must be uninstalled first before installing the new version For the installation call program setup exe in the directory LGO Tools on the CD ROM and follow the input instructions of the installation program Program content After successful installation the following programs appear Introduction room Leica TPS800 3 0 0en Tools e Format Manager Data Exchange Manager For creating of own special formatted data For data exchange of coordinates measure output files ments codelists and output formats between e Configuration Manager instrument and PC Import Export as well as creating of instrument e Coordinate Editor configuration Import Export as well as creating and Cg For more informationen about LGO Tools processing of coordinate files refer to the
11. P1 P2 Projection of the alignment onto the natural surface P1 P2 Vertical alignment P1 P2 Horizontal alignment a Grade angle between the vertical and horizontal alignment a Natural Surface b Horizontal Alignment c Vertical Aligment Programs D Leica TPS800 3 0 0en Basic Terms Horizontal Geometry Elements For onboard input Roadworks 3D supports the follo wing elements for horizontal alignments 1 Straight A straight has to be defined by e Start point P1 and end point P2 with known easting and northing coordinates P1 TPS800 7105 P1 Start point P2 End point Leica TPS800 3 0 0en 2 Curve A circular curve has to be defined by e Start point P1 and end point P2 with known easting and northing coordinates e Radius R e Direction Clockwise CW or Anticlockwise ACW TPS800 Z106 P1 Start point P2 End point R Radius CW Direction clockwise ACW Direction anticlockwise Programs 3 Spiral Clothoid Spiral types A spiral is a transition curve whose radius changes Entry spiral Spiral in A Spiral with a radius of along its length A spiral has to be defined by infinity at the start and a given radius at the end e Start point P1 and end point P2 with known e Exit spiral Spiral out B Spiral with a given easting and northing coordinates radius at the start and radius of infinity at the e Radius at the start of the spiral R end e Spiral parameter A y
12. amp gt When measuring longer distances any divergence of the red laser beam from the line of sight might lead to less accurate measurements This is because the laser beam might not be reflected from the point at which the crosshairs are pointing Therefore it is recommended to verify that the R laser is well collimated with the telescope line of sight refer to the chapter Checking and adjusting amp gt Donot measure with two instruments to the same target simultaneously TPS800 z13 Correct result Operating the Instrument Leica TPS800 3 0 0en Red laser to prisms Red laser to reflector tape The visible red laser beam can be used to measure to reflective foils also To guarantee the accuracy the red laser beam must be perpendicular to the reflector tape and it must be well adjusted refer to the chapter Checking and adjusting amp gt Make sure the additive constant belongs to the selected target reflector amp gt Accurate measurements to prisms should be made with the standard program Reflector EDM mode Leica TPS800 3 0 0en KE Operating the Instrument General softkeys Softkeys ALL Starts distance and angle measure ments and saves measured values MEASURE 3 4 DIST Starts distance and angle measure ments without saving measured values 50 0000 g REC Saves displayed values 66 6667 g ENTER Deletes current value in the display and is ready for the input of a new value ENH
13. dangerous optical instrument into the beam Precautions d The laser beam should be terminated at the end To counteract hazards it is essential for every user of its useful beam path and should in all cases to respect the safety precautions and control be terminated if the hazardous beam path measures specified in the standard IEC 60825 1 extends beyond the limit hazard distance of 2001 08 resp EN 60825 1 1994 A11 1996 the area in which the presence and activities of A2 2001 within the hazard distance pay parti personnel are monitored for reasons of protec cular attention to Section Three User s Guide tion from laser radiation e The laser beam path should be located well Following an interpretation of the main points in the above or below eye level wherever practicable relevant section of the standard quoted Safety Directions 15 Leica TPS800 3 0 0en f When not in use the Laser Product should be stored in a location where unauthorized personnel cannot gain access g Precautions should be taken to ensure that the laser beam is not unintentionally directed at mirror like specular surfaces for example mirrors metal surfaces or windows But more importantly at flat or concave mirror like surfaces The hazard distance is the distance from the laser at which beam irradiance or radiant expo sure equals the maximum permissible value to which personnel may be exposed without being exposed to a health ri
14. field MENU USER FNC ESC Operating the Instrument Trigger key The measurement trigger has three settings ALL DIST OFF The key can be activated in the configuration menu amp gt Al menus with multiple entries a shortcut number is shown on the right of each entry Using this number allowing a direct start without paging Selection of Language After switching on the instrument the user is able to choose his preferred language The dialog to choose the language is only shown if two languages are loaded onto the instrument and Lang choice On is set in Settings dialog To load an additional language connect the instru ment to LGO Tools Version 4 0 or higher via the serial interface and load using LGO Tools Soft ware Upload Leica TPS800 3 0 0en Distance measurement A laser distancer EDM is incorporated into the instruments of the TPS800 series In all versions the distance can be determined by using an Laser beam which emerges coaxially from the telescope objective Ce Measurements to strongly reflecting targets such as to traffic lights in Reflector EDM mode without prism should be avoided The measured distances may be wrong or inaccu rate For applications without reflector a special arrange ment of the EDM and appropriate arrangement of the beam paths enable ranges of over five kilo metres to be attained with standard prisms Miniprisms 360 reflectors and reflector tap
15. or damp batteries must be dried before storing or use After long periods of storage inspect the field adjust ment parameters given in this user manual before using the product Leica TPS800 3 0 0en Oo Care and Transport Fogging of prisms Cleaning and Dry mg Reflector prisms that are cooler than the ambient Objective eyepiece and prisms temperature tend to fog It is not enough simply to e Blow dust off lenses and prisms wipe them Keep them for some time inside your Never touch the glass with your fingers jacket or in the vehicle to allow them to adjust to the e Use only a clean soft lint free cloth for ambient temperature cleaning If necessary moisten the cloth with Damp products water or pure alcohol Dry the product the transport container the foam Do not use other liquids these may attack the inserts and the accessories at a temperature not polymer components greater than 40 C 108 F and clean them Do not repack until everything is completely dry Cables and plugs Keep plugs clean and dry Blow away any dirt lodged in the plugs of the connecting cables Care and Transport Oo w Leica TPS800 3 0 0en Safety Directions The following directions should enable the person l ded U responsible for the product and the person who ntende se actually uses the equipment to anticipate and avoid Permitted use operational hazards e Measuring horizontal and vertical angles e Measuring distances The person re
16. risk is a place holder for any following sequence of character are found e g A1 B12 A1C characters A 1 All points of any length with an A as the first Wildcards are always used if the point number is not character and a 1 as the third character are fully known or if a batch of points is to be searched found for eg AB1 AA100 AS15 POINT SEARCH PROJ 3 lt gt A Starts point search Examples A All points of any length are found A All points with exactly the point number A are found A All points of any length starting with A are found eg A9 A15 ABCD Measuring Preparation Setting 3 Leica TPS800 3 0 0en Example of a possible measuring display Measuring After switching on and setting up correctly the Total MEASURE 2 4 Station is immediately ready for measuring In the measurement display it is possible to call up 50 0000 g fixed keys and function keys as well as trigger keys 66 6667 g and their functions 67 903 m amp All shown displays are examples It is 3 987 m possible that local software versions are different to the basic version GD Calling up the assigned function Leica TPS800 3 0 0en 38 Measuring Preparation Setting FNC Key Under FNC several functions can be called up Their applications are described below Ce Functions can also be started directly from the different applications amp gt Each function from the FNC menu can be assigned
17. transport container and cardboard box or its equivalent to protect against shock and vibra tion Shipping transport of batteries When transporting or shipping batteries the person in charge of the product must ensure that the appli cable national and international rules and regula tions are observed Before transportation or ship ping contact your local passenger or freight trans port company Field adjustment After transport inspect the field adjustment parame ters given in this user manual before using the product Care and Transport wm Leica TPS800 3 0 0en Batteries Storage e Refer to Technical Data for information about Product storage temperature range Respect the temperature limits when storing the The permissible temperature range for storing is equipment particularly in summer if the equipment 40 C to 55 C 40 F to 131 F We recom is inside a vehicle Refer to Technical Data for mend a storage temperature range of 0 C to information about temperature limits 20 C 32 F to 68 F in dry environment to Field adjustment minimize self discharging e At the recommended storage temperature range batteries containing a 10 to 50 charge can be stored for up to one year After this storage period the batteries must be recharged e Remove batteries from the product and the charger before storing e After storage recharge batteries before using e Protect batteries from damp and wetness Wet
18. E R 39 Construct 30 Delete Last Record 40 ONSUWUCUON EE mid hdd MM C LC dU EU cd cdd Roadworks 3D naa bio Kc c 82 Lock with PIN 40 COGO optional BEE 105 Check Tie ee ee eee ieee 40 COGI EE 110 lici EE 41 Quick Code mm 111 Target Offset 41 Main Settings ccc 42 SENGS en 113 Height Transfer sss 43 EDM Settings 119 Hidden el EE 44 File Management 124 xi t 46 Start up sequence sse 127 Application pre settings 46 Setting ob 46 Check amp Adjust jou paene 128 Setting Station w mrrwrsvrerrrvvvvrrsvrerrrsvrerernrrer 47 Line of sight error Hz collimation 129 TN 48 V Index Vertical index error 129 ADDIICOUIOLDS E 52 ijs EEE ER 132 Introduction EE 52 Circular EE 132 MEN 53 Circular level on the tribrach 133 el 54 Laser ei nl E 133 Free Gtaton eese 56 Chapter validity eeesssesssssss 134 Leica TPS800 3 0 0en 08 Reflectorless EDM 134 COMM Parameters 137 Data franster eee 138 System Info 139 Instrument Protection with PIN 140 Care and Transport 141 Transport 141 Transport in the field 141 Transport in a road vebuce 141 Sae o ln S C 141 Shipping transport of batteries
19. Leica TPS800 3 0 0en 4 Description S Telescope Type 2 e When measuring distances to a reflector with EDM mode IR this telescope type uses a wide visible red laser beam which emerges coaxially from the telescope s objective Instruments that are equipped with a reflectorless EDM additionally offer the EDM modes RL and RL Prism When using these EDM modes a narrow visible red laser beam is used to measure distances Leica TPS800 3 0 0en Contents Overview Introduction cee 10 Check amp Adust ee 128 Operating the Instrument 18 COMM Parameters 0 001010010111000110a 137 Measuring Preparation Data Transfer eee 138 Setting up 26 System Info 139 FNC Key eee eee eee ee ee ee ee er 39 Instrument Protection with PIN uuu 140 xci ee ere eee eee 0 Care and Transport 141 LE d e Le mares 113 Safety Directions ER Ge 19 Technical Data 168 File Management 124 Index 179 Start up Sequence e 127 Leica TPS800 3 0 0en Ee Introduction sseesus 10 Important parts 11 Technical terms and abbreviations 12 Area of applicability 15 PC Program Package Leica Geo Office Tools LGO Tools 15 Installation on the PC 15 Program CONE EE 15 Power Gupphy 17 Operating the Instrument 18 Keypad WE 18 NERT 19 Trigger Key smrrnrraravvannrvranavnnrnvrrrnvnnsnr
20. Leica TPS800 3 0 0en 54 Programs Orthogonal Stake out The position offset between measured point and stake out point is indicated in a longitudinal and transversal element TPS800 Z33 4 1 Actual 2 Point to be stake out AL Longitudinal offset positive if nominal point further away AT Transversal offset perpendicular to line of sight positive if nominal point is to the right of measured point Cartesian Stake out Stake out is based on a coordinate system and the offset is divided into a north and east element TPS800 Z34 1 Actual 2 Point to be stake out AE Easting offset between stake out and actual point AN Northing offset between stake out and actual point Leica TPS800 3 0 0en Programs Free Station The following measurements sequences to The application Free Station is used to determine target points are possible the instrument position from measurements to a 1 Hz and V angles only resection minimum of two known points and a maximum of 2 Distance and Hz and V angle 3 point five known points resection 3 Hz and V angles to some point s and Hz and V angle plus distance to other point s The final computed results are Easting Northing and Height of the present instrument station inclu ding the instruments Hz circle orientation Standard deviations and residuals for accuracy assessments are provided TPS800 Z35 Leica TPS800 3 0 0en Programs Measuring facilit
21. Opens the coordinate input mode LIST Displays the list of available points FIND Starts the search for the point entered EDM Displays EDM settings IR RL Toggles between reflector and reflec torless measurement modes PREV Back to last active dialog NEXT Continue to next dialog k Returns to highest softkey level Under softkeys a selection of commands and I To next softkey level functions is listed at the bottom of the screen They OK Set displayed message or dialog and can be activated with the corresponding function quit dialog keys The available scope of each function depends CE Find further information about menu appli on the applications functions currently active cationspecific buttons in the relevant sections Operating the Instrument gt eS Leica TPS800 3 0 0en Symbols Depending on software version different symbols are displayed indicating a particular operating status 4p A double arrow indicates choice fields ip Using the navigation keys the desired parameter can be selected A 4 Quits a selection with the enter T key or the navigation keys AV A Indicates that several pages are avail W able which can be selected with PAGE Indicates telescope position or Il D Indicates that Hz is set to left side angle measurement anti clockwise Status symbol EDM type IR Reflector EDM mode invisible for measuring to prisms and reflective targets Reflectorless EDM v
22. PIN code entry The function is available when the PIN protection is activated under MENU PIN Check Tie Calculation and display of the slope and horizontal distance height difference azimuth grade and co ordinate differences between the last two measured Leica TPS800 3 0 0en points Valid distance measurements are required for the calculation TPS800 Z79 Important Messages Less than two valid measurements Meaning The values cannot be calculated as there exist less than 2 valid measurements FNC Key Tracking Target Offset Switches on or off the tracking measurement mode If it is not possible to set up the reflector directly or The new setting is displayed for approx one second itis not possible to aim the target point directly the and then set The function can only be activated offset values length cross and or height offset can from within the same EDM type and prism type be entered The values for the angle and distances are calculated directly for the target point The following options are available EDM Type Tracking measurement mode Off lt gt On IR JIR Fine lt gt IR Track IR Fast lt gt IR Track RL Short lt gt RL Track The last active measurement mode remains set when the instrument is switched off TPS800 Z26 MP Measurement point OP Offset point FNC Key Leica TPS800 3 0 0en T Off Length offset distances are displayed as soon as a valid L Of
23. S Safety Directions AER 144 Radial Method sene TA eCAE eee 122 Range EE 171 172 173 Sector RR 114 Recording EEE a E E E E 170 Set manually EEE EE 47 Reduction formulae EEN TET Ebert Ate 46 Reference AIC ENEE 69 Setting Station se 47 Reference height ENEE 62 Settings sse 113 Reference Line ENEE 62 Signal 123 Reference Line Arc ENEE 62 EE EE 35 Reflective targets sse 120 Softkeys Leeeecececcesesesecececscecsesesvececeveveveesesevecevevens 23 Reflectorless EDM EE 194 Software Upload 16 Refraction correction EEN 123 Stake out sees 54 Remote Height See 79 Stake Out Angle EEE EE AE 73 Responsibilities rrrrereranernrrorarernnrrrnnennnennnre 146 Stake Out AIC LLL uuu 71 e re 13 Stake Out Chor 72 Reticle Illumin 115 Stake Out Point LL 70 RL inb SERRURIER NEESS NEE ad ara ERNEIEREN ELE IER SNE Ee 39 Standard prism nun 120 RL Prism He ERR 120 Standing axis EE EE E E E 12 Index a Leica TPS800 3 0 0en Standing axis inclination 13 lte CA 46 Start up SEQUENCE cccseeecesseeeeeeeeeeaeeeeeaes 127 Ee 126 iie o PCR 137 ele Le m 142 STEN 53 JE 24 NNN EEN 139 T Target RE 41 Technical Data c n 168 Technical terms uc oto oar neto neret ern den 12 Telescope LT 168 Temperature rannrnnannrnnannrnranrnvansrnvanernnnnsnnnnsenn 118 Temperature range ENEE 17
24. base points with ALL or DIST REC b Base points with coordinates FIND Starts to search for the PtID entered ENH Manually input coordinates LIST Displays the list of available points Analogue procedure for the second base point 1 1st base point 2 2nd base point Leica TPS800 3 0 0en CH Programs 3 Base line RP Reference point 4 Reference line RL Reference line 2 Shifting Rotating the Base line Off Parallel offset The base line can be offset longitudinally parallel L Longitudinal offset and vertically or rotated This new line is called the R Rotation parameter reference line All measured data refers to the refer Input of the parameters ence line A Use the navigation keys to select the shifting and rotation parameters of the refer ence line TPS800 Z37 B P 1 Off BP Base point BL Base line Programs Leica TPS800 3 0 0en REFERENCE LINE Length MAIN 1 2 14 872 m v Enter Keeler to shift line 1 000 m 0 500 m 0 900 m 25 0000 g NewBL MEASURE STAKE JSHIFT O The following entries are possible Offset Parallel offset of the reference line to the right referred to the direction of the base line BP1 BP2 Longitudinal offset of the start point reference point of the reference Line line in the direction of base point BP2 Rotation of the reference line clock wise around the reference point Height offset th
25. ci texs Von aka ro ECH eo e 24 168 Computation procedure cccecceeeeeseeeeeeeeeees 57 Construction m u u 52 Index 179 Leica TPS800 3 0 0en Construction application 80 Contrast essere 113 Coordinate Editor eene 16 D Data Exchange Manager 16 BELE LOT el 115 Data Transfer r runrrnnnnnnurnnnnnnnnnnnvavnnvnnennnnnnsnee 138 DatabilS EE narra A a EE EEES 137 Date aa E 139 Delete Last Record emm 40 Dimensions eoi rores ine oat E ER acr pk pee ora eier 169 Br 169 Display TEEN 115 Distance measurement 20 171 172 173 Distance Unit seeeenm HH 117 E FIT NE 34 EDM Mode eI 119 GRIES 119 EDN 0 PE P S 24 zem 121 Electromagnetic Compatibility EMC 164 Electronic Guide Light EGL 160 Electronic level summeres 31 32 ENN edu cosuee reU eI EOD 137 Erasing characters AER 34 ES e 19 Extending editing code sssse 111 F Face Definition sees 118 FCC Statement E 166 File Management AER 124 FEE Lamer 19 FONN Ve 125 a Te 19 39 FE NN 56 FE rea 39 F rnction Keys EEE 18 G E El WEE 115 GSI output format ot rtr Rer tis 115 GSI output mask rrrrrrrrrnrorrnnrrnranrrnranennnnrnnnnn 116 SS PCOC
26. inside a certain levelling range 3 Turn the instrument until it is parallel to two foot Screws 4 Centre the elec T tronic level of this axis by turning the NSW c 3 two footscrews 20 Arrows show the ri direction for rotating the footscrews When the electronic level is centred the arrows are replaced by checkmarks 5 Centre the elec T tronic level for the second axis by turning the last footscrew An arrow shows the direction for rotating the footscrew When the electronic level is centred the arrow is replaced by a checkmark Ce When the electronic level is centred and three checkmarks are shown the instrument has been perfectly leveled up 6 Accept with OK Leica TPS800 3 0 0en 8 Measuring Preparation Setting Laser intensity Hints for positioning Changing the laser intensity External influences and the surface conditions may require the adjustment of the intensity of the laser The laser can be adjusted in 25 steps as required 7 Max TPS800 Z25 TPS800 Z24 Min 50 Positioning over pipes or depressions Under some circumstances the laser dot is not visible e g over pipes In this case the laser dot can be made visible by using a transparent plate so the the laser dot can be easily aligned to the centre of the pipe Leica TPS800 3 0 0en Measuring Preparation Setting Input mode Due to the alphanumerical keypad you can enter characters
27. mgon TER G05 5 1 5 mgon e Display resolution 0 6 E 0 0001 SIE EEE 0 0001 CoO E E E E E TT 1 Mer 0 01 Level sensitivity e Circular level usse 6 2 mm Compensator e 2 axis oil compensator e Setting range 4 0 07 gon Vd Lee Le BUZ E 0 5 0 2 mgon TER PI EE 1 0 3 mgon TORIG05 eet ct erben 1 5 0 5 mgon Leica TPS800 3 0 0en DELE Technical Data Laser plummet e Location in vertical axis of instrument gt YDE beet visible red laser class 2 de EE 635 nm E er e 5 EE Deviation from Bee plumbline 1 5mm SEENEN 2 sigma at 1 5 m instrument height e Diameter of laser point 2 5 mm 1 5 m Keyboard SEED e EE 70 e optional 2nd keyboard Display e Backlit e Heatable Temp lt 5 C pies 280 x 160 Pixel e 8 lines with 31 characters each Type of tribrach e Tribrach removable GDF 111 Dimensions ENN eresie r rren Ennn STEE ERDEN Height including tribrach and carrying handle with tribrach GDF111 Beete EE 360 mm x 5 mm le 207 mm e e PER ER TM 150 mm GE Oo S coe 468x254x355mm A M P LxBxH Weight including battery and tribrach e with tribrach GDF111 5 2 kg Tilting axis height e without tribrach
28. out point This is calculated by the arc length and the selected misclo sure distribution Here you can enter the offset value Sets the values to 0 Toggels through the calculated stake out points Proceeds to Stake Out Measure TPS800 Z84 dialog CL Chord length Leica TPS800 3 0 0en Programs d Stake Out Angle This allows to stake out a series of points along the arc defined by the angle substended at the center of the angle The screen contents and the buttons shown are the same as described in Stake Out Arc section Programs Leica TPS800 3 0 0en Tie Distance The application Tie Distance computes slope distance horizontal distance height difference and azimuth of two target points measured online selected from the Memory or entered using the Keypad The user can choose between two different methods GB Polygonal A B B C Radial A B A C Polygonal Method Leica TPS800 3 0 0en Radial Method CP Centre point In principal both methods are the same Any differences will be described Procedure 1 Determine first target point ALL Starts measurement to the target point FIND Searches internal memory for point entered Programs 2 Determine second target point Softkeys radial method Proceed as with first target point NewPt 1 Determine new central point 3 Result is displayed NewPt 2 Determine new radial point Brg Azimuth between p
29. point If the parameter Offset Right Left and Height difference are not entered the point at Defined chai nage on the horizontal alignment is the hinge point Define slope parameter Define Slope for Stake Out Offset Left 4p Def Chan 112 000 m dp Left upf 3 1 000 2 000 v h SlopeType SlopeGrade Slope Type Hinge Point Right up Left down Right down TPS800 Z119 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 Left up creates an upward plane extending to the left of the defined hinge point Right up creates an upward plane extending to the right of the defined hinge point Slope Grade Ratio of the slope The unit for slope grade is defined in the Settings screen Leica TPS800 3 0 0en 400 Programs P1 Measured Point Horizontal alignment Defined Offset Defined Height Difference Hinge point Defined Slope Catch point Natural Surface A Offset to Catch point Cut Fill to Catch point Offset to Hinge point Offset to Alignment Height Difference to Hinge point Height Difference to Alignment TPS800 Z130 Jao od OO CO 9 a e Programs DELE Leica TPS800 3 0 0en Description of fields Cut Fill SLOPE STAKE OUT 1 3 P4 1 500 102 000 10 000 2 742 2 742 1 502 v Difference between defined chainage and current measured chain
30. point with negative offset Known P1 First known point P2 Second known point a1 Direction from P1 to P3 Q2 Direction from P2 to P3 Unknown P3 COGO point Leica TPS800 3 0 0en 106s Programs Bearing Distance Distance Distance A N N P4 Va co P4 f e i P3 TPS000 289 TPS800 Z90 Known Known P1 First known point P1 First known point P2 Second known point P2 Second known point a Direction from P1 to P3 and P4 r1 Radius as defined by the distance from P1 to r Radius as defined by the distance from P2 to P3 or P4 P4 and P3 r2 Radius as defined by the distance from P2 to Unknown P3 or P4 P3 First COGO point Unknown P4 Second COGO point P3 First COGO point P4 Second COGO point Programs Leica TPS800 3 0 0en By Points M P2 P4 ji b P5 P3 TPS800 Z91 P1 Known P1 First known point P2 Second known point P3 Third known point P4 Fourth known point a Line from P1 to P2 b Line from P3 to P4 Unknown P5 COGO point Leica TPS800 3 0 0en Offset Distance Offset TPS800 Z92 Known P1 Baseline start point P2 Baseline end point P3 Lateral point Unknown a Difference in length abzissa HD b Lateral deviation ordinate Offset P4 Base point Programs Set Point by Extention The Extention routine computes extend point from base line TPS800 293 Known TPS800_Z94 P1 Baseline start point P2 Baseline end point Known a Difference in length abzissa HD P1 Baseline sta
31. receiver is to slow in processing data the data could be lost With this type of data transfer the instrument is not informed about the perfor mance of the receiver no protocol IGSEDs 11 PtID 21 Horizontal direction 22 Vertical angle 3 Slope distance 1 de Horizontal distance 33 Height difference 41 49 Codes and attributes I H gt I gt I I 51 ppm mm 58 Prism constants 81 83 E N H Target point I I 84 86 87 88 It E N H Stand point Reflector height Instrument height It I Leica TPS800 3 0 0en 0438 Data Transfer System Info Displays helpful information and date time are set e Battery Remaining battery power e g 40 e Instr Temp Measured instrument temperature e Date Displays the current date e Time Displays current time DATE Change date and format Format There are three display formats e DD MM YYYY e MM DD YYYY s YYYY MM DDT Date Input date TIME Set time The software of the instrument is composed of different software pack ages Depending on the package different versions are possible Op System Operating System App SW Applications functions and menu Layout User displays System Info EC Leica TPS800 3 0 0en Instrument Protection with PIN The instrument can be protected by a Personal Identification Number If the PIN protection is acti vated the instrument will always prompt for a PIN code entry a
32. tion The user is guided clearly through the procedure A wrong determination of instrument error is thus eliminated The instruments are adjusted in the factory prior to shipping Instrument errors can change with time and tempe rature amp gt These errors should be determined before the instrument is used for the first time before preci sion surveys after long periods of transport before and after long periods of work and if the tempera ture changes by more than 10 C 18 F Before determining the instrument errors level up the instrument using the electronic bubble The instrument should be secure and firm and should be protected from direct sunlight in order to avoid thermal expansion on one side only Ce Before starting to work the instrument has to become acclimatised to the ambient temperature Approximately two minutes per C of temperature difference from storage to working environment but at least 15 min should be taken into account Leica TPS800 3 0 0en DELE Check amp Adjust Line of sight error Hz collimation TPS800 Z47 The line of sight error or collimation error C is the deviation from the perpendicular between the tilting axis and the line of sight The effect of the line of sight error to the Hz angle increases with the vertical angle For horizontal aimings the error of Hz equals the line of sight error V Index Vertical index error TPS800 Z48 The vertical circle sh
33. visible laser beam which emerges from the telescope objective The product is a Class 1 Laser Product in accor dance with e IEC 60825 1 2001 08 Safety of Laser Prod ucts e EN 60825 1 1994 A11 1996 A2 2001 Safety of Laser Products Class 1 Laser Products are safe under reasonably foreseeable conditions of operation and are not harmful to the eyes provided that the products are used and maintained in accordance with the instruc tions Maximum average radiant power 0 33 mW 5 Maximum peak radiant power 4 12 mW x 5 Pulse duration 800 ps Pulse repetition frequency 100 MHz 150 MHz Safety Directions ECH Leica TPS800 3 0 0en Labelling Class 1 Laser Product according to IEC 60825 1 2001 08 Type TC Power 12V 6V 1A max Leica Geosystems AG CH 9435 Heerbrugg Manufactured 2003 Made in Switzerland Complies with 21 CFR 1040 10 and 1040 11 except for deviations pursuant to Laser Notice No 50 dated July 26 2001 This device complies with part 15 of the FCC Rules Operation is subject to the following two conditions 1 This device may not cause harm ful interference and 2 this device must accept any interference received including inter ference that may cause undesired operation TPS800 Z69 a Laser beam Leica TPS800 3 0 0en E 54 sm Safety Directions Integrated Distancer Measurements without Reflectors RL mode As an alternative to the invisible las
34. 0 Tie Distance e 74 Tilt Correction EE 113 TUNGE et 12 Tilting axis height scvsiicscnaseivasscdcnertenusnedvanidaccasnves 169 TE SH 139 TESE SITIO EE NE 41 Ee A c 141 Traverse E 106 Eire EEN 133 169 Trigger key ee 19 113 Lider WE 29 31 132 U UP 39 USER P 19 USER E 113 V e lee VE 12 Vertical Male EEN 12 MallitleX sen 13 128 Volume 52 76 ue W 113 W aE S EE 169 Wildcard search eese 37 Z Zenith ERES 13 74 iae MN m 12 Leica TPS800 3 0 0en 184 Index Index 185 Leica TPS800 3 0 0en Total Quality Management Our commitment to total customer satisfaction Leica Geosystems AG Heerbrugg Switzerland has been certified as being equipped with a quality system which meets the International Standards of Quality Management and Quality Systems ISO standard 9001 and Environmental TENTEN Management Systems ISO standard 14001 Ask your local Leica dealer for more information about our TQM program Leica Geosystems AG Heinrich Wild Strasse CH 9435 Heerbrugg Switzerland Phone 41 71 727 3131 www leica geosystems com when it has to be right Original text Printed in Switzerland 2007 Leica Geosystems AG Heerbrugg Switzerland 742617 3 0 0en eva Geosystems
35. 800 3 0 0en 9B Programs Description of fields AA Hng Slope distance to Hinge the slope SLOPE CHECK HINGE Values 1 3 ce en E BEEN HESE PtID P5 v point to the hinge point G l 1 500 M E Offs Aln Offset to Alignment the current i measured offset to horizontal align Offset d Left4 ment excluding offset right and offset Chainage 92 000 m left Offs Hng 24 298 m AH Aln Height difference to alignment the a H Hng 17 554 m I vertical offset between defined height Act Slp 1 1 384 wm at current chainage and current measured position excluding defined height difference Aln Slope distance to Alignment slope Chainage Current measured chainage distance from the current measured Offs Hng Offset to Hinge the current measured point to the alignment offset to horizontal alignment inclu Act Sip Actual Slope the current measured ding offset right and offset left slope of the reflector position to the AH Hng Height difference to Hinge the hinge point vertical offset between current Height Height value of the current measured defined height at current chainage point and current measured position inclu ding defined height difference Programs 99 Leica TPS800 3 0 0en 4d Sub application Stake Slope The sub application Stake Slope is used to stake out the catch point that means the intersection point of a defined slope with the natural surface The slope is always defined as starting from a hinge
36. 800 Z113 TPS800 Z112 Horizontal alignment Hinge point Slope Catch point Natural surface Horizontal alignment Hinge point Slope Catch point Natural surface D Oo 0 D D OO 0 amp Leica TPS800 3 0 0en 90 Programs Workflow 1 Create or upload road alignments 2 Select horizontal and or vertical alignment files 3 Define stake check slope parameter 4a Sub application Check 4b Sub application Stake 4c Sub application Check Slope 4d Sub application Stake Slope Programs A FI Leica TPS800 3 0 0en amp gt Important features The data of the alignment files has to be in the data structure of Leica Road Line Editor as these gsi files have unique identifiers for each element which are used by the application program The alignments must be continuous because geometrical gaps and chainage equations are not supported The file name for horizontal alignment must have the prefix ALN for vertical alignments PRF and can be 16 characters long e g ALN HZ Axis 01 gsi and PRF VT Axis 01 gsi The uploaded or created road alignments are permanent and stored even if the application is closed Road alignments can be deleted onboard or via Data Exchange Manager in LGO Tools Version 5 0 or higher Road alignments cannot be edited onboard This needs to be done via Leica Road Line Editor of LGO Tools The same part of the memory is reserved for jobs fixpoint and or measurement and road alignments Th
37. E 0 208 m l bl 0 349 m 1 203 m TPS800 Z39 The calculated height difference is relative to the 1RP st ref oint selected reference height p afl st rererence p 1BP 1st base point RH Reference height Hd Height difference between reference and base point AH Height difference from reference height Leica TPS800 3 0 0en G Programs 5 Stake out subapplication You can enter longitudinal transverse and height offsets for the target points to be set out relative to the reference line The program calculates the diffe rence between a measured point and the calculated point The program displays the orthogonal pLine pOffset p 241 and the polar pHz pp l differences Procedure 1 Input the orthogonal stake out elements 2 OK Confirm entry and start calculation Example orthogonal Stake out 1RP 1st reference point MP Measured point SP Stake out point RL Reference line AL Longitudinal offset pOff Parallel offset Programs OTs Leica TPS800 3 0 0en Display in Stake out measure mode A The stake out point is further away than the point measured a l The stake out point is higher than the measured point The signs for the distance and angle differences are correction values required minus actual aHz Turn telescope clockwise to the stake out point Leica TPS800 3 0 0en 68 Programs Reference Arc CE Al arcs are defined in clockwise dir
38. IAG EE 110 tl 138 Guide Light cccccccsssseceeseeeseeeeeeseeeeseeeeeseees 121 H Hazards Of ET 148 Height EE 43 Hidden Point eee HH 44 Horizontal circle een 12 Horizontal direction eene 12 Hz Collimation 116 Hz Incrementation enm 115 l Initialize Memory AN 126 Input mode method 34 Inserting Replacing Battery 27 Inserting characters EEN 34 gia c 139 Instrument Protection eene 140 lg 137 Interface plug connections 137 Intersection Bearing Bearing sssssesssss 106 Bearing Distance sssssssessss 107 BY PONS Tc 108 Distance Distance es 107 Intersections 106 lc c qgm 105 mw 39 IR RLTOGGE ct 39 pm ERR 119 TE Y eC 119 IS E e 119 FK MR e 119 J JOD e 124 d ub X O 120 K ee ciis EE eean 169 KEN og 0 EE 18 KAOWN POINT EE 47 L el e EE 154 163 167 Laser Classification Integrated Distancer Visible Laser 152 155 Laser classification eeeeeeeeeees 152 Laser intensity E 33 Laser plummet 133 162 169 Laser PONG pensel 121 Index 0981 Leica TPS800 3 0 0en EN
39. L R or length ofthe e Partial Ovoid spiral A spiral with a given radius spiral L at the start and another given radius at the end Direction Clockwise or Anticlockwise e Spiral type Spiral In or Spiral Out TPS800 Z99 TPS800 Z129 P1 Start point Sed P2 End point R Radius L Length Programs Leica TPS800 3 0 0en Basic Terms Vertical Geometry Elements 2 Transition Curve For onboard input Roadworks 3D supports the follo A circular curve has to be defined by wing elements for vertical alignments e Start Chainage and Start Height of P1 e End Chainage and End Height of P2 1 Straight e Radius R A straight has to be defined by e Type convex crest or concave sag e Start Chainage and Start Height of P1 concave e End Chainage and End Height of P2 or Length L and Slope P2 L 8 P1 TPS800 Z107 P1 Start point l P2 Endpoint P1 Start point L Length P2 End point Slope R Radius Leica TPS800 3 0 0en Programs 3 Quadratic parabola A quadratic parabola has the advantage that the rate of change of grade is constant thus resulting in a smoother curve A quadratic parabola has to be defined by e Start Chainage and Start Height of P1 e End Chainage and End Height of P2 e Parameter e or length L grade of entry straight Grade In and grade of exit straight Grade Out TPS800 Z109b P1 P2 Start point End point Length Slope Programs
40. Reorient or relocate the receiving antenna e Increase the separation between the equipment and receiver e Connectthe equipment into an outlet on a circuit different from that to which the receiver is connected e Consult the dealer or an experienced radio TV technician for help Warning Changes or modifications not expressly approved by Leica Geosystems for compliance could void the user s authority to operate the equip ment Leica TPS800 3 0 0en EE 66 Safety Directions Labelling This device complies with part 15 of the FCC Rules Operation is subject to the following two conditions 1 This device may not cause harm ful interference and 2 this device must accept any interference received including inter ference that may cause undesired operation TPS800 Z75 Safety Directions 0967 Leica TPS800 3 0 0en Technical Data Telescope e Transit fully Magnification cccccccsseseeeeeeeeseeeeeeeeans 30x IEEE 0 0 EE upright e Free Objective aperture 40 mm e FOCUSING eseese 1 7 m 5 6 ft to infinity e Field of view 1 30 1 7gon e Field of view at 100M eseseneeeeeneeeennn 2 6m Angle measurement absolute continuous Updates each 0 3 seconds Units selectable 360 sexagesimal 400gon 360 decimal 6400 mil V V Accuracy standard deviation Hz V acc to ISO 17123 3 TVER 802 2 0 6 mgon WOR GOS TR 3 1 0
41. Stopbit CR LF Baudrate Data transfer speed 2400 4800 9600 19200 bits second Databits 7 Data transfer is realized with 7 databits Is set automatically if parity is Even or Odd 8 Data transfer is realized with 8 databits Is set automatically if parity is None Parity Even Even parity Odd Odd parity None No parity if data bit is set to 8 Endmark CRLF Carriage return line feed COMM Parameters CR Carriage return Stopbits Fixed setting 1 Interface plug connections TPS800 Z51 1 External battery 2 Not connected inactive 3 GND 4 Data reception TH RXD 5 Data transfer TH TXD TH Theodolite Leica TPS800 3 0 0en Data Transfer With this special function measured data can be trans fered via the serial interface to a receiver e g a Laptop Using this type of transfer the success of the transfer is not checked Job Selection of job from which data should be transfered Data Select the data range to be transferred measurements fixed points Format Select output format Select Leica GSI format or your own format created in the Format Manager and transfer to the LGO SEND Starts the transmission Example Within the data setting MEASUREMENTS a data set could be shown as follows 11 00000D19 21 022 16641826 22 022 09635023 31 00 00006649 58 16 00000344 81 00 00003342 82 00 00005736 83 00 00000091 87 10 00001700 amp gt Ifthe
42. age Horizontal offset between catch point of defined slope and current measured position Vertical offset between catch point of defined slope and current measured position A cut is above the slope a fill is below the slope Act Sip Offs Hng AH Hng Hng Height Act Ch Offs Aln Actual Slope the current measured slope of the reflector position to the hinge point Offset to Hinge the current measured offset to horizontal alignment inclu ding offset right and offset left Height difference to Hinge the vertical offset between current defined height at current chainage and current measured position inclu ding defined height difference Slope distance to Hinge the slope distance from the current measured point to the hinge point Height value of the current measured point Current measured chainage Offset to Alignment the current measured offset to horizontal align ment excluding offset right and offset left Leica TPS800 3 0 0en 1402 Programs AH Aln Height difference to alignment the vertical offset between defined height at current chainage and current measured position excluding defined height difference Aln Slope distance to Alignment slope distance from the current measured point to the alignment Programs FET 03 Leica TPS800 3 0 0en Sign convention Cut situation P1 Measured point P2 Catch point a Horizontal alignment b b Hinge point P1 Gre dg c Cut
43. asis system R300 100 MHz 150 MHz Type Coaxial visible red laser Class 3R Carrier wave 670 nm Measuring System analyser basis system 100 MHz 150 MHz Type Coaxial visible red laser Class 3R Carrier wave 660 nm Distance measurement RL Prism with reflector e Range of measurement from 1000m up e Display unambiguous to 12 km Ultra amp Power Range with reflector Atmospheric Standard Reflector tape conditions prism 60 x 60 2200 m 7200 ft 600 m 2000 ft 7500 m 24600 ft 1000 m 3300 ft gt 10000 m 33000 ft 1300 m 4200 ft 1 Strong haze visibility 5km or strong sunlight severe heat shimmer 2 Light haze visibility about 20km or moderate sunlight slight heat shimmer 3 Overcast no haze visibility about 40km no heat shimmer Leica TPS800 3 0 0en 972 Technical Data Distance measurement without reflector Range of measurement OWEN iansiicnsavudansbetasitoponiamestiaiiss 1 5 m to 300 m EEE ere to target plate 710 333 OE Games 1 5 m to gt 500 m eee rr ee to target plate 710 333 Display unambguous to 760 m Prism constant additive constant 34 4 mm conditions white target grey albedo 0 25 es gt 170 m 560 ft gt 100 m gt 330 ft Ultra Range without reflector Atmospheric No reflector No reflector conditions white target grey albedo 0 25 500 m 1640 ft 300 m 990 ft gt 500 m 1640 ft
44. ated ones Leica TPS800 3 0 0en Programs Roadworks 3D General The Roadworks 3D application program can be used to stake out points or for as built checks rela tive to a road alignment including slopes amp gt The application can be started in total 40 times for trial Afterwards you have to enter the license code Overview Roadworks 3D application program supports the following features e Horizontal alignments with the elements straight curve spiral entry and exit as well as partial e Vertical alignments with the elements straight curve and quadratic parabola e Upload of horizontal and vertical alignments which are in gsi data format of Leica Road Line Editor e Creation view and deletion of alignments onboard e Usage of design height of vertical alignment or manually entered height e Sub application Check e Sub application Stake e Sub application Check Slope e Sub application Stake Slope e Logfile via Format manager of LGO Tools Version 5 0 or higher Leica TPS800 3 0 0en DERIT Programs Basic Terms Elements of a Road Project Road projects consist in general of a horizontal and a vertical alignment Any project point P1 has E N and H coordinates in a determined coordinate system and has three posi tions P1 Position on natural surface P1 Position on vertical alignment Di Position on horizontal alignment Ew 7 With a second point P2 the alignment is defined TPS800 Z104
45. b 600 650 700 750 800 850 900 950 1000 1050 mb Yt I dt TPS800_Z76 5000 m 4500 4000 3500 3000 2500 2000 1500 1000 500 Om Technical Data a Leica TPS800 3 0 0en Atmospheric correction in ppm with F inch Hg H feet at 60 relative humidity 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 inch Hg ZA r Vee eX LT MANILA VA SE PiE NIANIA v EVI ESS MA VZ AA m RE S777 I A LZ lg E EE VI 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 inch Hg D dS Du de ou x x OS SS xD SS Ue OS SPI OU COP OM GP VP QD HS SC Sm EE SFI H HP W I AS di 9 OF O Ww gq oS Leica TPS800 3 0 0en 0476 Technical Data Reduction formulae The instrument calculates slope distance horizontal distance and height difference in accordance with the following formula Earth curvature and mean refraction coefficient k 0 13 are taken into account automatically The calculated horizontal distance relates to the station height not to the reflector height A Do 1 ppm 109 mm A displayed slope distance m Do uncorrected distance m ppm scale correction mm km mm prism constant mm TPS800 Z78 ado A XV Height measurement 1 Mean sea level l X B Y gt 2 Instrument 3 Reflector horizontal distance m l height difference m Technical Data II Leica TPS800 3 0 0en Y sinc X cos C vertical circle reading A
46. block is saved before or after the measurement see chapter Coding Leica TPS800 3 0 0en 118 Settings EDM Settings The EDM settings contain a detailed menu with EDM Mode selection boxes With TCR instruments different settings for measu rements with reflectorless RL and reflector mode EDM SETTINGS IR EDM type are available EDM Mode IR Fine b ee on EE mode the selec Prism Type ENSEM ion prism types are different Prism Const 0 0 mm Fine measuring mode for high precision measurements with prisms 2mm 2 ppm Laser Point Of f 4 Guide Light Off Quick measuring mode with higher measuring speed and IR Fast reduced accuracy 5mm 2 ppm Continuous distance IR Track measuring 5mm 2 ppm Distance measurement using IR Tape Retro targets 5mm 2 ppm EDM Settings Leica TPS800 3 0 0en Short range For distance measurements without prisms 3mm 2 ppm RL Short RL Track Continuous distance measure ment without prisms 5mm 2 ppm Long range For distance measurements with prisms 5mm 2 ppm amp gt With the RL EDM each object in the beam is measured possibly also branches cars etc Prism type Calling the function in the EDM settings Leica Constants Prisms mm Standard prism Round GPH1 GPR1 Leica TPS800 3 0 0en Leica Constants Prisms 360 prism GRZ4 360 Mini prism GRZ101 Miniprism GMP101 102
47. ca Geosystems can destroy the batteries This can cause fire or explosions Precautions Only use chargers recommended by Leica Geosy stems to charge the batteries Warning High mechanical stress high ambient temperatures or immersion into fluids can cause leackage fire or explosions of the batteries Precautions Protect the batteries from mechanical influences and high ambient temperatures Do not drop or immerse batteries into fluids A Warning Short circuited battery terminals can overheat and cause injury or fire for example by storing or transporting in pockets if battery terminals come in contact with jewellery keys metallized paper or other metals Precautions Make sure that the battery terminals do not come into contact with metallic objects Leica TPS800 3 0 0en ros 50 Safety Directions A WARNING If the product is improperly disposed of the following can happen e If polymer parts are burnt poisonous gases are produced which may impair health e If batteries are damaged or are heated strongly they can explode and cause poisoning burning corrosion or environmental contamination e By disposing of the product irresponsibly you may enable unauthorized persons to use it in contravention of the regulations exposing them selves and third parties to the risk of severe injury and rendering the en vironment liable to contamination e Improper disposal of silicone oil may cause environmental contamina
48. comprehensive Online Help e Codelist Manager For creating and processing of codelists e Software Upload For loading system software and EDM software amp gt For EDM Software upload only LGO LGO Tools Software Version 3 0 or higher must be used for error free operation Not using the correct upload Software can permanently damage the instrument Ce Before the Software Upload always insert a charged battery into the instrument Leica TPS800 3 0 0en IEEE EN Introduction Power Supply Use the Leica Geosystems batteries chargers and accessories or accessories recommended by Leica Geosystems to ensure the correct functionality of the instrument Power for the instrument can be supplied either internally or externally An external battery is connected to the instrument using a LEMO cable e Internal battery One GEB111 or 121 battery fit in the battery compartment e External battery One GEB171 battery connected via cable TPS800 Z63 1 GEB121 2 GEB111 3 Single cells in the battery adapter GAD39 Your Leica Geosystems instrument is powered by rechargeable plug in batteries For this product we recommend the basic battery GEB111 or the Pro battery GEB121 Optionally six single cells can be used with the GAD39 battery adapter Six single cell batteries 1 5 V each supply 9 Volts The voltmeter on the instrument is designed for a voltage of 6 Volts GEB111 GEB121 amp gt The battery charge is not disp
49. d date at the time of creation Job search a Ek Scrolling through jobs DELETE Deletes selected job SET Sets the selected job NEW Starts new job Leica TPS800 3 0 0en ros E b File Management Fixpoints Valid fixed points contain at least the PtID and the INPUT CODELIST coordinates E N or H NrO1 DELETE Deletes selected fixed point border line FIND Starts point search Exact PtlDs can be entered or the wildcard criteria used NEW Opens input for PtID and coordi nates Measurements ATTRIB Measurement data available in the internal memory can be searched and displayed or erased FIND Starts point search dialogue I nfo1 Nr 123 VIEW Displays all measurements Info2 12 54 Codes Info3 To each code a description and a maximun of 8 attri butes with up to 16 characters can be assigned SAVE Save data VIEW Starts search dialogue ATTRIB Input of attributes File Management Leica TPS800 3 0 0en Initialize Memory Deletes jobs single data areas of a job or all data DELETE Starts deleting process within the selected area ALL Deletes all data in memory All data will be lost Ce Deleting the memory cannot be undone After confirming the message all data is deleted permanently Memory Statistic Displays job specific memory information such as e Number of stored fixpoints e Number of recorded data blocks measured points codes etc Number of fr
50. dDev AddPt Switches to measurement display to measure additional points RESID Displays residuals STDEV Displays standard deviation SET Sets the displayed coordinates and instrument height as new station Programs More Leica TPS800 3 0 0en amp gt Ifthe instrument height was set to 0 000 in This dialog shows the computed residuals the setup screen then the station height refers to Residual Calculated value Measured value height of trunnion axis FREE STATION RESIDUALS 1 3 Target 1 4 0 0020 g 0 030 m Displays standard deviations FREE STATION STD DEVIATIONS 3 0 028 0 012 0 028 m 0 030 0 0020 tb With the function keys scroll l between the residuals of the indi S Dev EO NO HO Standard deviation of the BEES station coordinates S Dev Ang Standard deviation of the orien tation Leica TPS800 3 0 0en 60 Programs Warnings Messages Selected point has no valid data ech occurs if the selected target point has no easting or northing If 5 points have already been measured and another point is selected The vesper system supports a maximum of 5 points The measurements may not allow final station coordinates Eastings North age I Invalid data no position computed ings to be computed Either the target height are invalid or insufficient measurements are available invalid data no height computed to compute a final station height Insufficient space in job The
51. de Ht Diff Vertical offset from the horizontal alignment up or down Def Chain Defined Chainage for stake out Increment Height STAKE CHECK STK SLP CH SLP Value by which Defined Chainage can be incremented decremented in sub application Stake and Stake Slope Manual Height Height reference for height calcula tions If Manual Height is enabled this height is used for all sub applica tions Use Design Height The height reference for height calculations is the selected vertical alignment file To start sub application Stake To start sub application Check To start sub application Stake Slope To start sub application Check Slope Programs op Leica TPS800 3 0 0en 4 Select sub application Check Stake Check Slope or Stake Slope 4a Sub application Check The sub application Check is used for as built checks The points can be measured or selected from the memory As result you will get Chainage and Offset values relative to an existing horizontal alignment and the Height difference relative to a vertical alignment or manually entered height Ce Defined Chainage and Increment values will not be considered in the Check mode 3D Road CHECK 1 2 A3 1 500 M RES At Chainage 90 194 m Offset 4 678 m Mer Diufr 0 348 m I Leica TPS800 3 0 0en P1 Target point P2 Target point a Horizontal alignment b Chainage C Offset is positive on the right hand side of t
52. di Se e SA 7 BK he Er wed EN A ale K e 3 ht C Leica TPS80 0 serie Ky f User Manual 1 ab e eS 3 or EE Version 3 0 English when it has to be Electronical Total Station Congratulations on the purchase of a TPS800 series instrument This manual contains important safety AN directions as well as instructions for setting up the product and operating it ZIN Refer to Safety Directions for further ES information Read carefully through the User Manual before you switch on the product Leica TPS800 3 0 0en Product identification The model and the serial number of your product are indicated on the type plate Enter the model and serial number in your manual and always refer to this information when you need to contact your agency or Leica Geosystems autho rized service workshop Type Serial no Symbols The symbols used in this manual have the following meanings A Danger Indicates an imminently hazar dous situation which if not avoided will result in death or serious injury A Warning Indicates a potentially hazardous situation or an unintended use which if not avoided could result in death or serious injury A Caution Indicates a potentially hazardous situation or an unintended use which if not avoided may result in minor or moderate injury and or appreciable material financial and environmental damage Importan
53. directly e Numeric fields Can only contain numerical values By pressing a button of the numeric keypad the number will be dsiplayed e Alphanumeric fields Can contain numbers and letters By pressing a button of the alphanumeric keypad the input opens By pressing several times you can toggle through the characters For example 1 gt S gt T gt U gt 1 gt S Edit characters ai l 1 Place cursor on character to be edited 2 Input the new character A 3 Confirm input Erasing characters pr 1 Place cursor on character to be l deleted 2 Pressing the navigation key deletes Y the relevant character A 3 Confirm input ESC Deletes the change and restores the previous value Inserting characters If a character was skipped e g 15 instead of 125 you can insert it later 0b 1 Place cursor on 1 2 Inserts an empty character on the right of 1 3 Input the new characters A 4 Confirm input Leica TPS800 3 0 0en 34 Measuring Preparation Setting Character set Entry mode contains the following characters for The character entry can be used in data fields numeric and alphanumeric input where point numbers or codes can be searched for Signs Numerical el pnanumenca In the alphanumeric character set and are ASCII 43 ec 33 space treated as normal alphanumeric characters with ASCII 4e no mathematical function ASCII 48 57 We Additional charac
54. e Leica TPS800 3 0 0en E Introduction TPS800 Z06 Standing axis inclination Angle between plumb line and standing axis Standing axis tilt is not an instrument error and is not eliminated by measuring in both faces Any possible influence it may have on the Hz direction resp V angle is elliminated by the dual axis compensator Line of sight error Hz collima tion The line of sight error is the devia tion from the perpendicular between tilting axis and line of sight This could be eleminated by measuring in both faces V Index Vertical index error With horizontal line of sight the V circle reading should be exactly 90 100gon The deviation from this values is termed V index i TPS800 Z08 TPS800 Z09 Plumb line Compensator Direction of gravity The compen sator defines the plumb line within the instrument Zenith Point on the plumb line above the observer Reticle Glass plate within the telescope with reticle Leica TPS800 3 0 0en Introduction Indicated meteorological corrected slope distance between instrument tilting axis and centre of prism laser dot TCR Indicated meteorological corrected hori zontal distance Height difference between station and target point Reflector height above ground Instrument height above ground Station coordinate Easting Station coordinate Northing Station height Easting of target point Northing of target point
55. e indicated possible angle values e For 360 0 to 359 999 0 0005 0 001 0 0001 gon possible angle values e Forgon 0 gon to 399 999 gon 0 0005 gon 0 001 gon 0 0001 gon mil possible angle values For mil 0 to 6399 99mil SHEET RE The setting of the angle units can be changed at any time The actual displayed values are converted accor ding to the selected unit Distance Unit meter Meter ft in1 16 US feet Inch 1 16 inch US ft US feet INT ft International feet Settings MI ES Leica TPS800 3 0 0en Temperature Identifier only for stake out application E Degree Celsius The identifier with up to four characters is added in RS Degree Fahrenheit front of or at the end of the point number of a point Pressure to be staked mbar Millibar Pre Suffix only for stake out application hPa Hecto Pascal Prefix Adds the character entered for Identi mmHg Millimeter mercury column fier in front of the original point number inHg Inch mercury column of the point to be staked Suffix Adds the characters entered for Identi Slope Unit Se ar fier at the end of the original point hiv Horizontal Vertical for example 5 1 SEN number of the point to be staked SR EE OFF The staked point is stored with the same v h x 100 for example 20 p point number as the point to be staked Face I Definition Defines the telescope face in relation to the posi tion of the Vdrive Code Record Sets if the code
56. e number of free road alignments depends on the number of jobs and vice versa Leica TPS800 3 0 0en 92 Programs 1 Create or upload road alignments Create horizontal and vertical road alignment files with Leica Road Line Editor and upload them onto the instrument using Data Exchange Manager of LGO Tools Version 5 0 or higher Alternatively horizontal and vertical road alignments can be created onboard 2 Select horizontal and or vertical alignment files Select Alignment Files Horiz Aln AR EG SENEU lt gt Verti Aln PRF VT AXIS 01 4 DELETE amp gt Using a horizontal alignment file is manda tory amp Using a vertical alignment file is not neces sary Alternatively a height can be defined manu ally Programs B o o Leica TPS800 3 0 0en 3 Define stake check slope parameter d 155 000 O d 132 000 d 122 000 o d 112 000 9 TPS800 2115 d 102 000 O Dow P Q OO 0 Straight Spiral Curve Radius Offset Left Offset Right Increment Defined Chainage Programs Leica TPS800 3 0 0en Define Stake Check Slope values Left Right 15 000 m Ht Diff 2 000 m 102 000 m 10 000 m Def Chain Increment Height Manual Height 4p Manual Ht 100 000 m CHECK STK_SLP CH_SLP PREV RESET e Offs Left Horizontal offset from the horizontal alignment to the left side Offs Right Horizontal offset from the horizontal alignment to the right si
57. e point and continues to 2 hr Starts the program that determines an unknown reflector height 2 Aim at inaccessible height point OK Saves the measured data Base Input and measurement of a new base point TPS800 Z44 1 Remote point 2 Height diff 3 Slope distance 4 Base point Programs 79 Leica TPS800 3 0 0en Construction This application allows to define a construction site by combining set up of the instrument along a construction line measuring and stake out points in relation to the line After selecting the application you have two options a Defining a new construction site or b Continue with previous site skips set up Procedure Defining new site 1 Measure line Start point ALL DIST REC 2 Measure second line point ALL DIST REC amp gt Incase you have entered coordinates by ENH and measured to known points a plausibility check informs you about the calculated line length the actual length and the difference As built check This dialog shows you the aLine aOffset and AHeight of a measured point in relation to the line Leica TPS800 3 0 0en AS BUILT CHECK PtID 1 500 A Off A di 10 194 m 7 225 m m 1 673 m LAYOUT ShiftLn Allows you to enter values for shifting the line LAYOUT Switches to Layout mode ALine is positive Measured point is in direction from line start to line end point A Offset is positive Measured point i
58. e red laser Class 1 660 nm System analyser basis 100 MHz 150 MHz Principle me Carrier wave Measuring system EDM Accuracy measuring Standard deviation program acc to ISO 17123 4 2 mm 2 ppm Time per measure ment lt 1 sec IR Fine IR Fast 5 mm 2 ppm lt 0 5 sec Tracking EDM Time per measure program acc to ISO 17123 4 ment Beam interruptions severe heat shimmer and moving objects within the beam path can result in deviations of the specified accuracy Accuracy measuring Standard deviation Range normal and rapid measurement Standard 3prisms 360 SE Mini 360 Mini prism GPH3 reflector 60mm prism prism 1 1800m 2300m 800m 150 m 450 m 450 m 6000 ft 7500 ft 2600 ft 500 ft 1500 ft 1500 ft 2 3000m 4500m 1500m 250m 800 m 800 m 10000 ft 14700 ft 5000 ft 800 ft 2600 ft 2600 ft 3500m 5400m 2000m 250m 1000m 1000m 12000 ft 17700 ft 7000 ft 800 ft 3500 ft 3500 ft Strong haze visibility 5km or strong sunlight severe heat shimmer 2 Light haze visibility about 20km or moderate sunlight slight heat shimmer 3 Overcast no haze visibility about 40km no heat shimmer Technical Data OoOO mm Leica TPS800 3 0 0en Distance measurement RL Reflectorless mode Measuring Special frequency system system R100 basis 100 MHz21 5m Measuring System analyser b
59. e reference line is higher than the selected reference height Rotate Height REFERENCE LINE MAIN 2 2 amp Point 1 01 Point 2 02 Length 14 872 m Select Height Reference Ref Hgt Interpolated 4 p NewBL MEASURE STAKE J SHIFT O Ref Hgt Point 1 Height differences are computed relative to the height of the first refer ence point Point 2 Height differences are computed relative to the height of the second reference point Interpolated Height differences are computed along the reference line No Height Height differences are not computed and shown Leica TPS800 3 0 0en Oo o Programs 3 Decide to measure or to stake out MEASURE Starts the subapplication to measure Line amp Offset see issue 4 STAKE Starts the subapplication to stake out see issue 5 4 Line amp Offset subapplication The Line amp Offset subapplication calculates from measurements or coordinates longitudinal parallel offsets and height differences of the target point relative to the reference line TPS800 Z38 1RP 1st reference point MP Measured point RL Reference line pL Longitudinal offset pOff Parallel offset The L amp O function calculates from measurements or coordinates longitudinal cross and height diffe rences of the target point relative to the reference line Programs G Leica TPS800 3 0 0en Example relative to first reference point REFERENCE LINE 140 1 500 m
60. e with the instruc tions This person is also accountable for the training and the deployment of personnel who use the product and for the safety of the equipment in use Leica TPS800 3 0 0en roe 4 6 Safety Directions International Waranty Software Li cence Agreement International Waranty The International Warranty can be downloaded from the Leica Geosystems AG home page at http www leica geosystems com internationalwarranty or received from your Leica Geosystems dealer Software Licence Agreement This product contains software that is preinstalled on the product or that is supplied to you on a data carrier medium or that can be downloaded by you online pursuant to prior authorization from Leica Geosystems Such software is protected by copy right and other laws and its use is defined and regu lated by the Leica Geosystems Software Licence Agreement which covers aspects such as but not limited to Scope of the Licence Warranty Intellec tual Property Rights Limitation of Liability Exclusion of other Assurances Governing Law and Place of Jurisdiction Please make sure that at any time you fully comply with the terms and conditions of the Leica Geosystems Software Licence Agreement Such agreement is provided together with all products and can also be found at the Leica Geosy stems home page at http www leica geosystems com swlicense or your Leica Geosystems dealer You must not install or use the software u
61. ection This application allows the user to define a Refe Cg Allcalculations are made in two dimensions rence Arc and then measure or stake out with respect to the arc Procedure 1 Define the arc When starting the application you were asked how to define the arc You can define the arc by a Center Point amp Start Point b Start Point End Point Radius Depending from type you have chosen you have to measure select enter the values to proceed to step 2 TPS800 Z81 2 Decide to Measure or to Stake Out MEASURE Starts the subapplication to SP Start point of arc measure Line amp Offset See issue EP X End point of arc 3 CP Centre point of circle STAKE Starts the subapplication to stake P Point to stake out See issue 4 R Radius of circle 3 Line amp Offset subapplication L Distance from start of arc following curve Here you can measure or select points from Off Perpendicular distance from arc memory and you will see Line and Offset refering to the arc Programs DELE Leica TPS800 3 0 0en 4 Stake Out subapplication TPS800 Z97 SP Start point of arc EP End point of arc CP Centre point of circle P Point to stake out ST Station MP Measured point AHz Difference in horizontal angle AHD Difference in distance measurement Leica TPS800 3 0 0en amp gt Itis not possible to stake out a negative Line The application support four ways to stake out a Stake Out Point This allow
62. ee or not defined jobs Leica TPS800 3 0 0en 126 File Management Start up sequence Sets the screen the instrument starts in when swit ched on E g the electronic bubble can be displayed at every start START UP SEQUENCE Start Up enabled Press F1 to start recording a new sequence RECORD OK Stores current settings RECORD Defines the key presses that are executed automatically upon start up Play Starts to run the recorded sequence Procedure After confirming the dialogue of notification the Meas amp Rec screen is displayed A maximum of 16 of the next key presses are stored The sequence is ended with ESC If the start sequence is activated the stored key presses are executed automatically when the instrument is switched on amp gt The automatic start sequence has the same effect as pressing the keys manually Certain instru ment settings can not be made in this way Relative entries such as automatically setting IR FINE upon switching on the instrument are not possible Start up sequence 927 Leica TPS800 3 0 0en Check amp Adjust Determining Line of sight error and V Index The adjustment contains the determination of the following instrument errors e Hz collimation e V index simultaneously electronic level For determining the Hz collimation or the V index it is necessary to measure in both telescope positions The procedure can be started in any telescope posi
63. ele ln E 39 Leica Geo Office Tools 15 112 ET EEE T T 32 Level sensitivity EEN 168 Level PIUmmet Lvivs 39 Lighe OR OT Re AE 39 Limits USS c 145 Bae SICAL EE 12 Line of sight error eseseeeeesssss 13 128 M Main Settings siricercncirdecurecrcrasrsccaeninndntanectanssersaains 42 Manual Validity of user manual 4 Mask E 116 Measurements eee mH 56 125 ER qao WEE 38 Measuring facilities seeessssssssse 57 MIS ele EE EN iae ida Pai 126 MEN 12 aes TA EAA ETAT T 19 25 Menu E 25 Min Reading EE 117 N Navigation Keys rrernrnnrrrrrnnrrrrrnnervrnrnnerennnnereennn 18 No of measurements eenm 170 O Offset Distance e E 108 Extention NEE 109 Se PO DY E 109 Orientation eeeeese mH 48 Orthogonal Setout eeeeeeeeeesss 67 Orthogonal Stake out suuessueusssss 55 P PAGE EET 19 xa OC 137 Permitted uses ceee HH 144 PIN m 40 140 Plumb line eem 13 Pointsearch eet ae 36 Polar Stake E 54 Polygonal Method 74 Se te ie e EE 33 ge ue m 169 PPM NT 122 PresSsUre irese diorma mee mener me reser 118 Prism Constant 121 PSIM IyDE P 120 Ee en GEET 120 PROM GINS EE Z6 le 120 PUK code 140 Roadworks 20 82 Q ee LONOU WEEN 44 RS232 EE 115 Quick CODE EE 111
64. er the EDM incorporated into the product produces a visible red laser beam which emerges from the telescope objective The products are Class 3R Laser Products in accor dance with e EC 60825 1 2001 08 Safety of Laser Prod ucts e EN 60825 1 1994 A11 1996 A2 2001 Safety of Laser Products Class 3R Laser Products For safety aspects direct intrabeam viewing should always be considered as hazardous Avoid direct eye exposure The accessible emission limit is within five times the accessible emission limits of Class 2 in the wavelength range from 400 nm to 700 nm Description Tag RIOT Maximum average Maximum peak radiant power 59 mW 5 59 mW 5 Pulse duration 800 ps 800 ps Pulse repetition 100 MHz 1 5 mrad x 1 5 mrad x Safety Directions E Leica TPS800 3 0 0en The EDM module built into the product produces a visible laser beam which emerges from the telescope objective The products are Class 3R Laser Products in accor dance with e IEC 60825 1 2001 08 Safety of Laser Prod ucts e EN 60825 1 1994 A11 1996 A2 2001 Safety of Laser Products Class 3R Laser Products For safety aspects direct intrabeam viewing should always be considered as hazardous Avoid direct eye exposure The accessible emission limit is within five times the accessible emission limits of Class 2 in the wavelength range from 400 nm to 700 nm Maximum average radiant power 4 75 mW 5
65. es can also be used and measurement is also possible without a reflector amp gt When a distance measurement is trig gered the EDM measures to the object which is in the beam path at that moment If e g people cars animals swaying branches etc cross the laser beam while a measurement is being taken a fraction of the laser beam is reflected and may lead to incorrect distance values Avoid interrupting the measuring beam while taking reflectorless measurements or measurements using reflective foils Measurements to prism reflectors are only critical if an object crosses the measuring beam at a distance of 0 to 30m and the distance to be measured is more than 300m In practice because the measuring time is very short the user can always find a way of avoiding these critical situations amp gt Very short distances may be measured reflectorless in IR mode to well reflecting targets Note that the distances are corrected with the addi tive constant defined for the active reflector Leica TPS800 3 0 0en O 2 Operating the Instrument Reflectorless amp gt Be sure that the laser beam is not reflected by anything close to the line of sight e g highly reflective objects amp gt When a distance measurement is triggered the EDM measures to the object which is in the beam path at that moment In case of temporary obstruction e g a passing vehicle heavy rain fog or snow the EDM may measure to the obstruction
66. f Cross offset distance measurement has been triggered or H Offset Offset point is higher than measurement exists The period of applicability can be set as follows TARGET OFFSET The offset values are reset to 0 Reset after REC after the point is saved 0 600 m 0 800 m 0 500 m PERMANENT 4 further measurements The offset values are applied to all amp gt Theoffsetvalues are always reset to 0 when the application is quit Procedure 1 Enter the offset values length cross and or Main Settings height as per the sketch Enables you to change the most important settings 2 Define the period for which the offset is to apply SS RESET Sets eccentricity to zero 4 SET calculates the corrected values and jumps to the application from which the offset function was started The corrected angle and Leica TPS800 3 0 0en DESDE FNC Key Height Transfer Example 1 Reflector 1 2 Reflector 2 3 Reflector 3 4 Instrument FNC Key This function determines the height of the instru ment from measurements to a maximum of 5 target points with known heights in two faces With measurements to several targets the improve ment is indicated in the delta value Procedure 1 Select known point and input reflector height 2 After triggering the measurement with ALL the calculated height HO is displayed AddPt Add another height of a known point FACE Measure to the same targe
67. fter important measurements Danger Because of the risk of electrocution it is very dangerous to use poles and extensions in the vicinity of electrical installations such as power cables or electrical railways Precautions Keep at a safe distance from electrical installations If it is essential to work in this environment first contact the safety authorities responsible for the electrical installations and follow their instructions i3 Eng A Warning By surveying during a thunderstorm you are at risk from lightening Precautions Do not carry out field surveys during thunderstorms Safety Directions Caution Be careful when pointing the product towards the sun because the telescope functions as a magnifying glass and can injure your eyes and or cause damage inside the product Precautions Do not point the product directly at the sun Warning During dynamic applications for example stakeout procedures there is a danger of accidents occurring if the user does not pay attention to the environmental 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 Warning Inadequate securing of the surveying site can lead to dangerous situations for example in traffic on building sites and at industrial installations Precautions Always ensure that the survey site is adequately secured
68. fter starting up If a wrong PIN has been typed in five times a Personal UnblocKing code is required which can be found on the instrument deli very papers If the PUK code entered is correct then the old PIN code is set to default value 0 and the PIN protection is deactivated Procedure 1 MENU gt PIN 2 Activate PIN by setting lt Use PIN Code gt On 3 Enter your desired personal PIN Code max 6 character numeric and accept with OK Leica TPS800 3 0 0en amp gt Nowthe instrument is protected against unauthorized use After switching on the instrument the PIN Code entry is necessary Ce Ifthe PIN protection is activated you can furthermore lock the instrument from any applica tion by pressing FNC Lock with PIN without switching off the instrument Instrument Protection with PIN Care and Transport Transport Transport in the field When transporting the equipment in the field always make sure that you e either carry the product in its original transport container e or carry the tripod with its legs splayed across your shoulder keeping the attached product upright TPS800 Z52 Transport in a road vehicle Never carry the product loose in a road vehicle as it can be affected by shock and vibration Always carry the product in its transport container and secure it Shipping When transporting the product by rail air or sea always use the complete original Leica Geosystems packaging
69. gle in second face telescope pos deviates more than 5 gon from the target point Measurement error appeared e g instable set up or period between measuring in tele scope position and II too long Aim on the target point with an accuracy of min 5 gon The target point must be approximately in the horizontal plane Confirmation of the message required Repeat measurements Confirmation of the message required Aim on the target point with an accuracy of min 5 gon Confirmation of the message required Repeat the process Confirmation of the message required Check amp Adjust 1901 Leica TPS800 3 0 0en TPS800 Z56 The connections between metal and timber components must always be firm and tight e Tighten the Allen screws 2 moderately e Tighten the articulated joints on the tripod head 1 just enough to keep the tripod legs open when you lift it off the ground Leica TPS800 3 0 0en Circular level TPS800 Z57 Level up the instrument in advance with the elec tronic level The bubble must be centered If it extends beyond the circle use the Allen key supp lied to center it by turning the adjustment screws After adjustment no screw must be loose Check amp Adjust Circular level on the tribrach TPS800 Z58 Level the instrument and then remove it from the tribrach If the bubble is not centred adjust it using the adjusting pin Turning the adjustment screws e to t
70. gt P2 d AOffset to Catch point e P2 TPS800 Z121a Fill situation Measured point Catch point Horizontal alignment n Hinge point P2 ea Fill Bet aOffset to Catch point Leica TPS800 3 0 0en a Programs COGO optional Ce The application COGO can be started in total 40 times for trial Afterwards you have to enter the license code COGO is an application program to perform coordi nate geometry calculations such as e coordinates of points e bearings between points e distances between points The COGO calculation methods are e Inverse e Intersection e Traverse Softkeys MEAS Jumps to the Measurement dialog to measure the point Calc Starts the calculation when all required data are entered STAKE X When the calculated point is displayed you have the option to stake our this point directly Inverse amp Traverse Inverse TPS800 Z86 Known P1 First known point P2 Second known point Unknown ov Direction from P1 to P2 d1 Slope distance between P1 and P2 d2 Horizontal distance between P1 and P2 d3 Height difference between P1 and P2 Programs MEE 05 Leica TPS800 3 0 0en Traverse Intersections Bearing Bearing TPS800_ 287 TPS800 Z88 Known P1 Known point a Direction from P1 to P2 d1 Distance between P1 and P2 d2 Positive offset to the right d3 Negative offset to the left Unknown P2 COGO point without offset P3 COGO point with positive offset P4 COGO
71. gt 300 m gt 990 ft Kodak Grey Card used with exposure meter for reflected light 4 Object in strong sunlight severe heat shimmer 5 Object in shade or sky overcast Day night and twilight 6 EDM Accuracy Time per measure measuring Standard deviation ment program acc to ISO 17123 4 Standard 3 mm 2 ppm 1 0 gt 30m 1 0 sec 5 mm 2 ppm 0 3 sec 10m gt 30m Beam interruptions severe heat shimmer and moving objects within the beam path can result in deviations of the specefied accuracy Technical Data m Leica TPS800 3 0 0en Atmospheric correction The distance displayed is correct only if the scale correction in ppm mm km which has been entered corresponds to the atmospheric conditions prevai ling at the time of the measurement The atmospheric correction takes air pressure and air temperature into account For utmost precision in distance measurements atmospheric correction must be determined with 1 ppm accuracy air temperature to 1 C and air pres sure to 3mb accuracy Leica TPS800 3 0 0en 174 Technical Data Atmospheric correction in ppm with C mb H metres at 60 relative humidity 550 mb 600 650 700 750 800 850 900 950 1000 1050 mb 50 C 50 C 20 C GE 20 C 550 m
72. he alignment d Height difference is positive when target point is higher than the alignement Programs 4b Sub application Stake b Defined Chainage The sub application Stake is used to stake out c Offset points relative to an existing horizontal alignment d Height Difference e aOffset is positive when target point is on the right hand side of the measured point f AChainage is positve when target point is further away than the measured point g AHeight is positve when target point is higher than the measured point 3D ROAD STAKE OUT 2 2 AST L Center 4p 102 000 4 2 305 m P1 Target Point 1 367 m I P2 Measured Point 0 100 m P3 Measured Point a Horizontal alignment Programs D Leica TPS800 3 0 0en 4c Sub application Check Slope The sub application Check Slope is used for as built checks and to get information about slopes in general for example on natural surface If the para meter Offset Left Right and Height difference are not entered the point on the horizontal alignment is the Hinge point Ce Defined Chainage and Increment values will not be considered in the Check mode P1 Measured Point Horizontal alignment Defined Offset Defined Height Difference Hinge point Actual Slope Natural Surface Offset to Hinge point Offset to Alignment Height Difference to Hinge point Height Difference to Alignment TPS800 Z118 mou c qp oo uc Dm Leica TPS
73. he left the bubble approaches the screw e to the right the bubble goes away from the screw After adjustment no screw must be loose Laser plummet The laser plummet is integrated into the vertical axis of the instrument Under normal circumstances setting of the laser plummet is not necessary If an adjustment is necessary due to external influences the instrument has to be returned to any Leica service department Checking by turning the instrument by 360 1 Install the instrument on the tripod approx 1 5m above ground and level up 2 Switch on laser plummet and mark the centre of the red spot 3 Turn instrument slowly by 360 and observe the red laser dot Inspecting the laser plummet should be carried out on a bright smooth and horizonal surface e g a sheet of paper If the centre of the laser dot makes a clearly circular movement or if the centre of the point is moving away more than 3 mm from the first marked point an adjustment is possibly necessary Call your nearest Leica service department Leica TPS800 3 0 0en Check amp Adjust 2 5mm 1 5m lt 3mm 1 5m TPS800 Z59 Depending on brightness and surface the size of the laser dot can vary At a distance of 1 5 m an average value of 2 5 mm diameter must be estimated The maximum diameter of the circular movement described by the centre of the laser point should not exceed 3 mm at a distance of 1 5m Leica TPS800 3 0 0en Chapte
74. ientation was set and an application was started resp if in Meas amp Rec ALL or REC was triggered then the current Hz direction and V angle are set as orientation Programs EE FI Leica TPS800 3 0 0en Applications Introduction Applications are predefined programs that covera MENU 1 Press the MENU fixed key wide spectrum of surveying duties and facilitate GD 2 Selecting the Program option daily work in the field GD GD 3 Calling up applications and acti The following applications are available vating start programs e Surveying PAGE Scroll to next page e Stake Out e Tie Distance e Area Volume s Free Station e Reference Line Arc e Remote Height s Construction e Cogo optional e 2D Road optional Leica TPS800 3 0 0en KE Programs Surveying With the program Surveying the measurement of an unlimited number of points is supported It is compa rable to Meas amp Rec but includes stationing orien tation and quick coding TPS800 Z31 Procedure 1 Input PtID codes and the reflector height if desired 2 ALL Triggers and records measure ments IndivPt Switches between individual and current point number Three coding methods are available 1 Simple coding remark Input a code remark in the relevant field These text is stored with the corresponding measur ment with ALL The code is not related to a codelist it is just a simple remark A codelist o
75. ies Single face I or Il or dual face Il measurements are always possible No specific point sequence or specific face sequences are required Gross errors checks are made for dual face measu rements to ensure the same point s are sighted with the other face amp Ifa target point is measured several times in the same telescope position the last valid measure ment is used for computation Measurement restrictions e 2 face measurements When measuring the same target in both faces the reflector height may not be altered when changing the telescope position e Target points with 0 000 height Target points with 0 000 height are discarded for height processing If target points have a valid height of 0 000 m use 0 001 m to enable it for height processing Computation procedure The measuring procedure automatically determines the mothod of evaluation e g resection 3 point resection etc If more than the minimum required measurements are performed the processing routine uses a least squares adjustment to determine the plan position and averages orientation and heights 1 The original averaged face and face II measurements enter the computation process 2 All measurements are treated with the same accuracy whether these are measured in single or dual face 3 Easting and northing is determined by the method of least squares including standard deviation and improvements for Hz direction and horizontal distance
76. in Entry required Code missing Extend input Ce Individually entered code blocks are not added to the code list Leica Geo Office Tools LGO Tools Codelists can be easily created and uploaded to the instrument using the supplied LGO Tools Soft ware Leica TPS800 3 0 0en Programs This menu enables extensive user specific settings Zenith Zenith 0 Horizon 90 in order to adapt the instrument to their own require Horizon Zenith 90 Horizon 0 ments V 45 100 Horizon 0 Contrast amp gt The value increases rapidly Setting the display contrast in 10 steps appears on the display above 300 Trigger key Tilt Correction Configuration of the trigger key on side cover Off Tilting compensation switched off Off Trigger key deactivated 1 axis V angles relate to the plumb line ALL Trigger key with same function as 2 axis V angle refer to the plummet line and the ALL key the Hz directions are corrected by the DIST Trigger key with same function as standing axis tilt the DIST key If the instrument is used on an unstable base e g USER Key shaking platform ship etc the compensator should Configure the USER Key with a function from the be switched off FNC menu This avoids the compensator drifting out of it s V Setting measuring range and interupting the measuring The 0 orientation of the vertical circle can be process by indicating an error either selected for the zenith the horiz
77. into instrument Insert battery correctly note pole markings on the inside of the battery holder Check and insert battery holder true to side into the housing e Tocharge the battery refer to chapter Charging the batteries e For the type of battery refer to chapter Tech nical data Measuring Preparation Setting 2 Leica TPS800 3 0 0en amp gt When using the GEB121 battery remove the spacer for the GEB111 from the battery compartment Ce Primary use charging e The batteries must be charged prior to using for the first time because it is delivered with an energy content as low as possible e For new batteries or batteries that have been stored for a long time gt three months it is effectual to make 2 5 charge discharge cycles e The permissible temperature range for charging is between 0 C to 35 C 32 F to 95 F For optimal charging we recommend a low ambient temperature of 10 C to 20 C 50 F to 68 F Ce Operation Discharging The batteries can be operated from 20 C to 55 C 4 F to 131 F Low operating temperatures reduce the capacity that can be drawn very high operating temperatures reduce the service life of the battery Leica TPS800 3 0 0en 28 o Measuring Preparation Setting aL eC 1 Loosen the clamping screws on the tripod legs Setting up the tripod pull out to the required length and tighten the clamps 2 In order to guarantee a firm foothold sufficientl
78. into the beam or direct it unnecessarily at other persons Eye protection is normally afforded by aversion responses including the blink reflex Description Value Maximum average radiant power 0 95 mW 5 Pulse duration C W Warning It can be dangerous to look into the beam with optical equipment for example binoculars or tele scopes Precautions Do not look directly into the beam with optical equip ment Leica TPS800 3 0 0en ros 62 Safety Directions Labelling Type TC Power 12V 6V 1A max Leica Geosystems AG CH 9435 Heerbrugg Manufactured 2003 Made in Switzerland Complies with 21 CFR 1040 10 and 1040 11 except for deviations pursuant to Laser Notice No 50 dated July 26 2001 This device complies with part 15 of the FCC Rules Operation is subject to the following two conditions 1 This device may not cause harm ful interference and 2 this device must accept any interference received including inter ference that may cause undesired operation Laser Radiation Do not stare into beam Class 2 Laser Product according to IEC 60825 1 2001 08 Po 0 95 mW A 620 690 nm a Will be replaced by a Class 3R warning label if applicable Leica TPS800 3 0 0en Safety Directions Electromagnetic Compatibility EMC The term Electromagnetic Compatability is taken to mean the capability of the product to function smoothly in an environment where electromagnetic radiation a
79. isible for measuring to all targets Status symbol Battery capacity H The battery symbol indicates the level of the remaining battery capacity 75 full shown in the example Status symbol Compensator T Compensator is on xI Status symbol Offset Offset is active Status symbol Character Input 012 Numeric Mode ABC Compensator is off Alphanumeric Mode Leica TPS800 3 0 0en ET Operating the Instrument Menu tree MENU gt Gap GID Confirm menu selection Fr PAGE Scroll to next page Ce Depending on user interface sequence and arrangement of menu items may be different pie MENU Menu Page 1 Programs mg Jp Free Station COGO Eet Tie Distance x Area Remote Height Reference Line Arc Roadworks 3D Construction Settings Contrast Trigger Key USER Key V Setting Tilt Correction Hz Collimation Language Sector Beep Beep Hz Incrementation T Reticle Illumin DSP Heater Auto Off Pre Suffix Min Reading Angle Unit Distance Unit Temperature Unit Pressure Unit Code Record Face Definition Data Output GSI 8 16 Mask 1 2 EDM Settings EDM Mode p Prism Type TI Prism Constant Laser Point Guide Light ZE h LO e Menu Page 1 File Management d Job Fixpoints Measurements Codes Initialize Memory Memory Statistic Menu Page 2 Adjustments Hz Collimation V Index View Adjustment Data Communication Parameters Baudrate Databit
80. ith status Normal can be edited freely Quick Code Using the quick code function a predefined code can be called directly via the numeric keypad on the instrument The code is selected by entering a two digit number the measurement triggered and the measured data and code saved A total of 100 codes can be assigned Each code can be assigned a unique one or two digit number in the Codelist Manager If no numbers are allocated to the codes in the Codelist Manager the code is selected in accor dance with the order in which the codes were entered in the code list 01 gt first code in the code list 10 gt tenth code in the code list Procedure 1 Press the Q Code button to activate Quick coding 2 Enter a two digit number on the numeric keypad gt code is selected the measurement triggered and the measured data and code saved Programs mi Leica TPS800 3 0 0en The name of the selected code is displayed after the Warnings Messages measurement Messages Moning SE Messages A two digit code must always be entered on the g instrument s numeric keypad even if only a one digit Attrib cannot be Attribute with fixed status cannot i i code was assigned in the Codelist Manager changed be changed For example 4 gt enter 04 No codelist in memory Manual No codelist available input for code and attributes are amp gt Toend Q Coding press the Q Code button called automatically aga
81. layed correctly when using single cells Use the single cells with the battery adapter as emergency power supply The advantage of the single cells is in a lower rate of discharge even over long periods Introduction KK Leica TPS800 3 0 0en Operating the Instrument The on off key is located on the side cover of the Total Station amp gt All shown displays are examples It is possible that local software versions are different to the basic version Keypad WX YZ TPS800 Z11 1 2 3 4 5 6 7 FOCUS Actively measured field Symbols Fixed keys Keys with firmly assigned functions Alphanumeric keys Navigation keys Control of input bar in edit and input mode or control of focus bar Function keys Are assigned the variable functions displayed at the bottom of the screen Softkey bar Displays functions that can be called up with the function keys Leica TPS800 3 0 0en 18 Operating the Instrument Fixed keys PAGE Scrolls to next page when a dialogue consists of several pages Accesses programs settings the data manager adjustments communica tions parameters system information and data transfer Key programmable with function from the FNC menu Quick access to measurement supporting functions Quit a dialog or the edit mode with acti vation of the previous value Return to next heigher level A Confirm an input continue to the next
82. n the instrument is not necessary 2 Expanded coding with codelist Press the CODE softkey The code that was input is searched for within the code list and it is possible to add attributes to the code 3 Quick coding Press the Q Code softkey and enter the shortcut to the code The code is selected and the measurement starts Codes are always stored as free codes WI41 49 that means that codes are not directly linked to a point Point codes WI7 1 79 are not avail able Programs e Leica TPS800 3 0 0en Stake out This program calculates the required elements to stakeout points from coordinates or manualy entered angles horizontal distances and heights Stake out differences can be displayed conti nuously Stake out coordinates from memory Procedure dh Select the point DIST Starts measurement and calculation of the stake out elements REC Saves the displayed values B amp D Input direction and Hz distance of stake out point MANUAL Enables simplified input of a point without PtID and without the possibility of storing the data of the point Polar Stake out Normal indication of polar stake out offsets 1 Actual TPS800 Z32 2 Point to be stake out Angle offset positive if point to be set out is to the right of the actual direction Longitudinal offset positive if point to be stake out is further away Height offset positive if point to be stake out is higher than measured point
83. nd electrostatic discharges are present and without causing electromagnetic disturbances to other equipment Warning Electromagnetic radiation can cause distur bances in other equipment TPS800 Z74 Although the product meets the strict regulations and standards which are in force in this respect 1 Exit for laser beam Leica Geosystems cannot completely exclude the 2 Laser beam possibility that other equipment may be disturbed Caution There is a risk that disturbances may be caused in other equipment if the product is used in conjunction with accessories from other manufac turers for example field computers personal external batteries computers two way radios non standard cables or Leica TPS800 3 0 0en Im 7 b Safety Directions Precautions Use only the equipment and accessories recom mended by Leica Geosystems When combined with the product they meet the strict requirements stipulated by the guidelines and standards When using computers and two way radios pay attention to the information about electromagnetic compatibi lity provided by the manufacturer Caution Disturbances caused by electromagnetic radiation can result in erroneous measurements Although the product meets the strict regulations and standards which are in force in this respect Leica Geosystems cannot completely exclude the possibility that the product may be disturbed by very intense electromagnetic radiation for example near radio
84. ngs made Settings not made amp Find further information about individual start up programs on the subsequent pages Setting job All data is saved in JOBS like directories Jobs contain measurement data of different types e g measurements codes fixed points stations and are individually manageable and can be readout edited or deleted separately NEW Creating a new job SET Setting the job and back to start up programs amp Al subsequent recorded data is stored in this job directory amp gt Ifnojobwas defined and an application was started or if in Meas amp Rec ALL or REC was trig gered then the system automatically creates a new job and names it DEFAULT Leica TPS800 3 0 0en DEM Programs Setting Station Each coordinate computation relates to the currently set station At least plan coordinates E N are required for the station The station height can be entered if required The coordinates can be entered either manually or read from the internal memory TPS800 Z28 Known Point 1 Select a PtID stored in internal memory 2 Input instrument height OK Sets the station Set manually 1 ENH Calls up manual point input dialogue 2 Input PtID and coordinates 3 SAVE Saves station coordinates Continues to the input of the instru ment height 4 OK Sets the station amp gt Ifno station was set and no application started and if in Meas amp Rec
85. ning or similar situations by the person in charge of the Adverse use can lead to injury malfunction product and damage It is the task of the person responsible for the equip ment to inform the user about hazards and how to counteract them The product is not to be operated until the user has been instructed on how to work with it Safety Directions O Leica TPS800 3 0 0en Responsibilities Manufacturer of the product Leica Geosystems AG CH 9435 Heerbrugg hereinafter referred to as Leica Geosystems is responsible for supplying the product including the user manual and original accessories in a comple tely safe condition Manufacturers of non Leica Geosystems acces sories The manufacturers of non Leica Geosystems acces sories for the product are responsible for developing implementing and communicating safety concepts for their products and are also responsible for the effectiveness of those safety concepts in combination with the Leica Geosystems product Person in charge of the product The person in charge of the product has the follo wing duties e To understand the safety instructions on the product and the instructions in the user manual e To be familiar with local regulations relating to safety and accident prevention e To inform Leica Geosystems immediately if the product and the application becomes unsafe A Warning The person responsible for the product must ensure that it is used in accordanc
86. nless you have read and accepted the terms and conditions of the Leica Geosystems Software Licence Agree ment Installation or use of the software or any part thereof is deemed to be an acceptance of all the terms and conditions of such licence agreement If you do not agree to all or some of the terms of such licence agreement you may not download install or use the software and you must return the unused software together with its accompanying documen tation and the purchase receipt to the dealer from whom you purchased the product within ten 10 days of purchase to obtain a full refund of the purchase price Safety Directions O a Leica TPS800 3 0 0en Hazards of use A Warning The absence of instruction or the inadequate imparting of instruction can lead to incorrect or adverse use and can give rise to accidents with far reaching human material financial and environ mental consequences Precautions All users must follow the safety directions given by the manufacturer and the directions of the person responsible for the product A Caution Watch out for erroneous measurement results if the product has been dropped or has been misused modified stored for long periods or trans ported Precautions Periodically carry out test measurements and perform the field adjustments indicated in the user manual particularly after the product has been Leica TPS800 3 0 0en subjected to abnormal use and before and a
87. oint and point2 POLY Switch to polygonal method A i Slope distance between point1 and point2 A Horizontal distance between point and point2 A l Height difference between point1 and point2 Grade Grade between point1 and point2 Softkeys polygonal method NewPt 1 An additional missing line is computed Program starts again at point 1 NewPt 2 Point 2 is set as starting point of a new missing line New point Pt 2 must be measured RADIAL Switches to radial method Programs Pa Leica TPS800 3 0 0en Area amp Volume The application program Area is used to compute online areas of max 50 points connected by straights The target points have to be measured selected from memory or entered via keyboard in clockwise direction The calculated area is projected onto the horizontal plane 2D or projected onto the sloped reference plane defined by 3 points 3D Furthermore a volume with constant height can be calculated in rela tion to the area 2D 3D TPS800_Z103 PO Station P3 Target point P1 Start point P4 Target point P2 Target point a Perimeter polygonal length from start point to the current measured point b Calculated area always closed to the start point P1 projected onto the horizontal plane Leica TPS800 3 0 0en 76 Programs 1 Determine area points 2 Results ALL Starts the measurement to the Dei 3D To define the sloped reference point plane by selecting or mea
88. on the instrument On The language dialog is shown as startup dialog Off The language dialog is not shown as startup dialog Data Output RS232 Data is recorded via the serial interface For this purpose a data storage device must be connected All data is recorded in the internal memory Intern GSI 8 16 Select GSI output format Settings EE EIE Leica TPS800 3 0 0en GSI 8 81 00 12345678 Hz Collimation GSI 16 81 00 1234567890123456 On Hz Collimation is switched ON Mask 1 2 Off Hz Collimation is switched OFF Select GSI output mask If option Hz Collimation ON is active each Mask 1 PtID Hz V SD ppm mm hr hi measured Hz angle is corrected depending on Mask 2 PtID Hz V SD E N H hr V angle For normal operation the Hz collimation remains switched on Ce More information on Hz collimation can be found under Adjustments Auto OFF Enable The instrument is switched off after 20 minutes without any action 7 no key pressed V and Hz angle deviation lt 3 600cc Disable The instrument is switched on perma nently Battery discharges quicker Sleep Economy mode Instrument is recov ered by any key stroke Leica TPS800 3 0 0en m Settings Min Reading Angle Unit The displayed angle format can be selected in three degree sexagesimal steps possible angle values e For 360 0 to 359 59 59 0 00 01 0 00 05 0 00 10 DD degree decimal Always ar
89. ontal plane or Ce The compensator setting remains active in even after the instrument is switched off Settings EE EFI Leica TPS800 3 0 0en Sector Beep Off Sector Beep switched off On Sector Beep sounds at right angles 0 90 180 270 or 0 100 200 300 gon Example Sector Beep From 95 0 to 99 5 gon or from 105 0 to 100 5 gon a Fast beep sounds whilest from 99 5 to 99 995 gon or from 100 5 to 100 005 gon a Permanent beep sounds 0 TPS800 Z45 1 No beep 2 Fast beep interrupted 3 Permanent beep Leica TPS800 3 0 0en Ee 4 Settings Beep The beep is an acoustic signal after each key stroke Off Beep switched off Normal Normal volume Loud Increased volume Hz Incrementation Right Set right Hz for Clockwise direction measurement Left Set left Hz for Counter clockwise direc tion measurement Counter clock wise directions are only displayed but saved as Clockwise direction Reticle Illumination The reticle illumination is only switched on if the display illumination is on Low Low illuminaton Medium Medium illuminaton High High illuminaton Display Heater On Is automatically activated when the display illumination is on and the instru ment temperature is lt 5 C Language The current loaded languages are shown Language choice If two languages are loaded onto the instrument a dialog to choose the language can be shown directly after switching
90. os and Il 1 1 Il AHz Afterthe first measurement the finding of other target points or the same point when changing the telescope position is easier by setting the indicated angle difference near to 0 00 00 by turning the instrument A A Difference between horizontal distance to target point computed from coordinates and the measured distance Display of computed orientation ORIENTATION RESULT NoPts 2 Station 200 HzCor 1239 00 23 StDev 0 00 08 OK Set computed Hz orientation Programs 4 9 Leica TPS800 3 0 0en If more than one target point is measured then the orientation is computed using the least squares method Displaying residuals RESID Display of residuals RESIDUALS 1 18 ABC1 4 0 00 23 0 045 m 0 075 m 12300 23 1 Actual 2 Design AH Height correction A d correction of the horizontal distance AHZ Correction of Hz angle Leica TPS800 3 0 0en 50 Programs Useful information e Ifthe orientation is only measured in telescope position Il the Hz orientation is based on tele sope position II If measured only in telescope position or mixed the Hz orientation is based on telescope position I e The prism height may not be changed during measurements in the first and second telescope position e Ifatarget point is measured several times in the same telescope position the last valid measure ment is used for the computation amp gt Ifnoor
91. ould read exactly 90 100 gon when the line of sight is horizontal Any deviation from this figure is termed vertical index error i By determining the vertical index error the electronic level is adjusted automatically amp gt Procedures and conditions required to correct line of sight and height index errors are the same Thus the procedure will only be described once Check amp Adjust 129 Leica TPS800 3 0 0en GB Hz collimation For checking the horiontal aiming Hz and V are E V index displayed QE Display adjustment value summarizes saved values Procedure 1 Level instrument with electronic bubble 2 Aim ata point approximately 100m from the instrument which is within 5 of the horizontal TPS800 Z50 5 ALL Starts measurement 6 Displays the old and new calculated values SET Sets new adjustment data ESC Quits program without setting new adjustment data TPS800 249 3 ALL Trigger measurement 4 Change telescope position and aim to the point again Leica TPS800 3 0 0en KE Check amp Adjust Warnings Messages Important Messages V Angle not suitable for adjustment Check V angle or face Adjustment result out of tolerance Previous values retained Hz Angle out of limit Measurement Error Try again Aiming tolerance not met or telescope posi tion face not changed Computed values out of tolerance Previous values retained Hz an
92. p by step 3 Turn on the instrument and switch on the laser plummet and electronic level by pressing FNC gt Level Plummet 4 Move the tripod legs 1 and use the tribrach footscrews 6 to centre the plummet 4 over the ground point 5 Adjust the tripod legs to level the circular level 7 6 By using the electronic level turn the tribrach footscrews 6 to precisely level the instrument amp gt Refer to Levelling up with the electronic level step by step for more information 7 Centre the instrument precisely over the ground point 4 by shifting the tribrach on the tripod plate 2 8 Repeat steps 6 and 7 until the required accu racy is achieved TPS800 Z102 1 Extend the tripod legs to allow for a comfortable working posture Position the tripod over the marked ground point centring it as well as possible 2 Fasten the tribrach and instrument onto the tripod Measuring Preparation Setting i Leica TPS800 3 0 0en Levelling up with the electronic level step by step The electronic level can be used to precisely level up the instrument using the footscrews of the tribrach 1 Turn on the instrument and switch on the elec tronic level by pressing FNC gt Level Plummet 2 Centre the circular level approximately by turning the footscrews of the tribrach amp gt The bubble of the electronic level and the arrows for the rotating direction of the footscrews only appear if the instrument tilt is
93. present selected job is full and does not allow further storage This error occurs if a point was measured in one face and the measurement Hz 1 11 gt 0 9 deg measure point again in the other face differs by more than 180 0 9 for the horizontal angle This error occurs if a point was measured in one face and the measurement in the other face differs by more than 360 V 0 9 for the vertical angle There is insufficient data measured to be able to compute a position Either More points or distance required there are not enough points used or not enough distances measured Programs DES FII Leica TPS800 3 0 0en V I Il gt 0 9 deg measure point again Reference Line Arc This program facilitates the easy stake out or checking of lines for buildings sections of road simple excavations etc Reference Line A reference line can be defined by referencing a known base line The reference line can be offset either longitudinally in parallel or vertically to the base line or be rotated around the first base point as required Furthermore the reference height can be selected as first point second point or interpolated along the reference line Procedure 1 Definition of the Base line The base line is fixed by two base points that can be defined in three ways e Measured points e Enter coordinates using keypad e Select point from memory a Measuring base points Input PtID and measure
94. r validity A This chapter is relevant for Telescope Type 1 only Reflectorless EDM The red laser beam used for measuring without reflector is arranged coaxially with the line of sight of the telescope and emerges from the objective port If the instrument is well adjusted the red measuring beam will coincide with the visual line of sight External influences such as shock or large tempera ture fluctuations can displace the red measuring beam relative to the line of sight amp gt The direction of the beam should be inspected before precise measurement of distances is attempted because an excessive deviation of the laser beam from the line of sight can result in impre cise distance measurements Check amp Adjust Warning For safety aspects direct intrabeam viewing should be considered always as hazardous Precautions Do not stare into the beam or direct it towards other people unnecessarily These measures are also valid for the reflected beam Inspection A target plate is provided Set it up between five and 20 metres away with the grey reflective side facing the instrument Move the telescope to face II Switch on the red laser beam by activating the laser point function Use the telescope crosshair to align the instrument with the centre of the target plate and then inspect the position of the red laser dot on the target plate Generally speaking the red spot cannot be seen through the telescope so look at the
95. rnnnnnnnn 19 Selection of Language 19 Distance measurement 20 vagis 23 SJ 010 REE E 24 Status symbol EDM type 24 Status symbol Battery capacity 24 Status symbol Compensator 24 Status symbol Offset rrrrnnrrnnnnnrnrnnnnnnnnrr 24 Status symbol Character Input 24 Menu tree mm mmummnmmmmmmmmmmemeee 25 Measuring Preparation Setting up 26 UI FID ACK le BEE 26 PAN 27 Setting up the tripod 29 Instrument Setup seuesssss 30 Levelling up with the electronic level iS 2 0s O ac gt 0s 32 Laser mmtensity REENEN 33 Hints for positioning rrrrrrrrrrrrnvrrnvrernvrnnns 33 Input mode rrernnnrornnnnvvrnnnnvennnarvennnarvnsnsnrvennr 34 Galerie 34 Erasing characters cccccssccesssseeeessseeessees 34 Inserting characters 34 Pointsearch rrrnrnrnnnrvnnnnavvrnnarrernnarvnrnnnrvennr 36 Wildcard search 37 Measummng 38 legt 39 Light On JO 39 Mouse Leica TPS800 3 0 0en Levelibiumme nme 39 Reference Line Arc rrrnrarnnnnnnnvnrnnnvvnnnenvserenns 62 FRR OG EE 39 Reference LING sssees sce m rera kh ot HR s ew ia 62 Laser Pointer 39 We xr n bi E i rea OUTER ease Free Oele Une REE 39 ER E DEENEN 79 Blk
96. rt point b Lateral deviation ordinate Offset P3 Baseline end point Unknown AL1orAL2 Distance P3 Lateral point Unknown P2 P4 Extended point Programs EE 09 Leica TPS800 3 0 0en OK The code is set After a measure Coding ment with ALL the code is Codes contain information about recorded points recorded With the help of coding points can be assigned toa AddList Adds the entered code to the particular group simplifying later processing codelist More information on coding can be found under Data management GSI coding Code Code name Desc Additional remark Info1 more freely editable information Info8 lines Procedure 1 Codes are always stored as free codes WI41 49 that means that codes are not directly linked to a point They are stored before or after the measurement depending on the setting made Point codes WI71 79 are not available 1 Select code from a codelist or enter new code RECORD The code is directly recorded without a measurement with ALL Leica TPS800 3 0 0en mu Programs Extending editing code 1 Call available code from code list 2 Attributes can be overwritten freely Exceptions With the codelist editor of LGO a status can be assi gned to the attributes e Attributes with fixed status see LGO are write protected They cannot be overwritten or edited e For attributes with status Mandatory an input or a confirmation is required e Attributes w
97. s 4 The final height H is computed from averaged height differences based on the original measurements 5 The Hz circle orientation is computed with the original averaged face and face Il measure ments and the final computed plan position Programs BT Leica TPS800 3 0 0en Procedure Here you can enter a limit for the standard deviation values If your computed deviation exceeds the limit FREE STATION a warning dialog appears where you can decide wether to proceed or not e F1 Set Job 1 Input of the name of the station and the height of F2 Set accuracy limit the instrument 2 Input of the target PtID and the reflector height FREE STATION 3 I F4 Start 982 ED Enables you to define an accuracy limit 1 500 m 4132 ACCURACY SETTING pe Enter accuracy limit H on 4 123 760 m Ee 0 005 m Noel 0 005 m Height 0 010 m Angle 0 0020 g ALL Triggers angle and distance measurement 3 point resection REC Saves Hz direction and V angle resection Leica TPS800 3 0 0en a Programs AddPt Input another backsight point Results COMPUTE Calculates and displays the station coordinates if at least 2 points and Displays calculated station coordinates a distance were measured FREE STATION RESULT 3 I Indicates that the third point in tele j Stpi scope position was measured 1 560 m 3 I II Indicates that the third point in tele scope positions and ll 102 338 m 406 426 m 99 950 m St
98. s Parity Endmark Stopbits Data Transfer Job Data Format Auto Start Start up sequence System Info Battery Instrument Temperature Display Heater Date Time SW Info L Operating System Application SW Layout Instrument Type Serial Number PIN Protection Operating the Instrument 25 Leica TPS800 3 0 0en Measuring Preparation Setting up 7 CG 1 Data cable optional Unpacking 2 Zenith eyepiece or eyepiece for steep angles Remove instrument from transport case and check optional for completeness 3 Counterweight for eyepiece for steep angles optional 4 Removable tribrach optional 5 Battery charger and accessories optional 6 Two Allen keys each Adjusting pins 7 Battery GEB111 optional 8 Sun filter optional 9 Battery GEB121 optional 10 Mains adapter for battery charger optional 11 Spacing bracket GHT 196 for instrument height meter optional 12 Instrument height meter GHM 007 optional 13 Mini prism rod optional 14 Total Station 15 Mini prism holder optional 16 Mini target plate only for TCR instruments 17 User Manual TPS800 714 18 Protective cover Lens hood 19 Tip for mini prism optional Leica TPS800 3 0 0en Measuring Preparation Setting Batteries Inserting Replacing Battery TPS800 Z16 1 Remove battery holder 3 Insert battery into battery holder 2 Remove battery 4 Insert battery holder
99. s right of line AHeight is positive Measured point height is above line start point s height Programs amp gt The height of the line start point is always used as the reference height Layout Here you can search or enter points for staking out related to the measured line LAY OUT A11 1 500 m 17 000 m 0 000 m 1 500 m A Off A i 10 192 m 1 673 m 4 INPUT ASBUILT ShiftLn Allows you to enter values for shifting the line ASBUILT Switches to AsBuilt mode The graphics show you the position of the prism related to the stake out point Below the exact values are displayed combined with arrows to show the direction ALine is positive arrow up Target point is further away than the measured point A Offset is positive arrow right Target point is right of the measured point AHeight is positive arrow up Target point is higher than the measured point amp gt The height of the line start point is always used as the reference height amp gt The graphics are scaled to give a better overview Therefore it s possible that the station point moves in the graphics Ce Beawarethatthe line start point and the line end point are measured in the previous coordinate system When staking out this points they appear in the old system and appear as shifted amp gt During use of the application the previous Orientation and Station parameters will be replaced by the new calcul
100. s to stake out a point by entering a line and an offset value TPS800 Z82 SP Start point of arc EP End point of arc CP Centre point of circle P Point to stake out Programs MP R L Off b SP EP CP P AL Measured point Radius of circle Line Perpendicular distance from arc Stake Out Arc This allows to stake out a series of equidistant points along the arc EP D AL CN SP R Start point of arc End point of arc Centre point of circle Point s to stake out Arc length CP TPS800 283 STAKE OUT ARC PtID 147 Misclosure EQUAL Ah Arc Length 7 853 m Line 15 711 m Offset 0 000 m Display content Misclosure If the entered arc length is not an integer of the whole arc there will be a misclosure You have three options to distribute the misclosure I Startarc All of the misclosure will be added to the first arc section Il No distribution All of the misclosure will be added to the last arc section Leica TPS800 3 0 0en Programs II Equal Arc Length Line Offset RESET PT PT OK The misclosure will be equally c Stake Out Chord distributred between all sections This allows to stake out a series of equidistant chords along the arc The screen contents and Enter the length of the arc segment the buttons shown are the same as described in you want to stake out Stake Out Arc section Shows the line value of the stake
101. sk For products with an integrated distancer of laser class 3R the hazard distance is 96 m 315 ft At this distance the laser beam rates as Class 1M that means direct intrabeam viewing is not hazardous Leica TPS800 3 0 0en rss 58 Safety Directions Labelling Laser Radiation Avoid direct eye exposure Class 3R Laser Product according to IEC 60825 1 2001 08 Po lt 4 75 mW 650 690 nm TPS800 Z70 a Laser beam Safety Directions Leica TPS800 3 0 0en Type TC Power 12V 6V 1A max Leica Geosystems AG CH 9435 Heerbrugg Manufactured 2003 Made in Switzerland Complies with 21 CFR 1040 10 and 1040 11 except for deviations pursuant to Laser Notice No 50 dated July 26 2001 This device complies with part 15 of the FCC Rules Operation is subject to the following two conditions 1 This device may not cause harm ful interference and 2 this device must accept any interference received including inter ference that may cause undesired operation TPS800_ 296 Electronic Guide Light EGL The integrated electronic guide light produces a visible LED beam from the front side of the tele scope Depending on the type of telescope the EGL may be designed differently The product is a Class 1 LED product in accordance with e IEC 60825 1 2001 08 Safety of Laser Prod ucts e EN 60825 1 1994 A11 1996 A2 2001 Safety of Laser Products Class 1 LED products are safe
102. sponsible for the product must ensure Recording measurements that all users understand these directions and e Computing by means of application software adhere to them e Visualizing the aiming direction and vertical axis e Visualizing the target with laser pointer Adverse use e Use of the product without instruction Use outside of the intended limits e Disabling safety systems e Removal of hazard notices e Opening the product using tools for example screwdriver unless this is specifically permitted for certain functions e Modification or conversion of the product e Use after misappropriation e Use of products with obviously recognizable damages or defects Leica TPS800 3 0 0en MG 4 4 po Safety Directions e Use with accessories from other manufacturers without the prior explicit approval of Leica Limits of Use Geosystems Environment e Aiming directly into the sun Suitable for use in an atmosphere appropriate for Inadequate safeguards at the surveying site for permanent human habitation not suitable for use in example when measuring on roads aggressive or explosive environments e Deliberate dazzling of third parties Danger e Controlling of machines moving objects or similar monitoring application without additional control and safety installations Local safety authorities and safety experts must be contacted before working in hazardous areas or in close proximity to electrical installations War
103. suring FIND Searches for point in internal three points LIST memory VOLUME Tocalculate a volume with constant ENH For manual input of the coordinates height The height have to be 1PtBACK Undo measurement or selection of entered or measured last point RESULT To display and record additional amp gt The area 2D is calculated and displayed results perimeter volume once three points have been measured or selected amp Perimeter and volume are updated if further The area 3D is calculated once the sloped refer area points are added projected onto the horizontal plane Programs 7 R Leica TPS800 3 0 0en PO 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 a constant height b Perimeter 3D polygonal length from the start point to the current measured point of the area 3D C Area 3D projected onto the sloped reference plane d Volume 3D axc e Perimeter 2D polygonal length from the start point to the current measured point of the area 2D f Area 2D projected onto the horizontal plane g Volume 2D fxa TPS800 Z101 Leica TPS800 3 0 0en 7B Programs Remote Height Procedure Points directly above the base prism can be deter 1 Input PtID and reflector height mined without a prism at the target point ALL Starts measurement to bas
104. t in second face 3 SET Save the changes and set the station Leica TPS800 3 0 0en Hidden Point Example 1 EN Hof Hidden Point 2 Rod Length 3 Distance R1 R2 The program allows measurements to a point that is not directly visible using a special hidden point rod Procedure 1 Measure to first prism P1 All Starts measurement and proceeds to step 2 ROD Allows you to define the rod and the EDM Settings Rod Length Total length of hidden point rod Dist R1 R2 Spacing between the centers of reflector R1 and prism R2 Meas Tol Limit for the difference between the given and measured spacing of the reflectors If the tolerance value is exceeded the program will issue a warning EDM Mode Changes the EDM Mode Prism type Changes the prism type Prism Const Displays the prism constant Leica TPS800 3 0 0en FNC Key 2 All Starts measurement and proceeds to the Result dialog 3 Result is displayed HIDDEN POINT RESULT GR 110 871 m 99 991 m 102 884 m FINISH NEW Returns to step 1 FINISH Returns to calling application FNC Key Leica TPS800 3 0 0en Programs Application pre settings These are programs that precede the application programs and are used to set up and organize data collection They are displayed after selecting an application The user can select the start programs individually SETTING OUT Set Job Set Station Set Orientation Start e Setti
105. t paragraphs which must be adhered to in practice as they enable the product to be used in a technically correct and efficient manner Trademarks e Windows registered trademark of Microsoft Corporation e Bluetooth is a registered trademark of Bluetooth SIG Inc All other trademarks are the property of their respec tive owners Leica TPS800 3 0 0en Validity of this manual This manual applies to all TPS800 Series instruments Where there are differences between the various models they are clearly described Telescope In regard to the instrument EDM a TPS800 instrument may be equipped with one of two types of telescopes which offer the same performance but differ in some technical details The two different types can be distinguished by a rectangular telescope type 1 or round telescope type 2 shaped element which is visible in the centre of the objective lens Where there are technical differences between the two telescope types they are marked by the following pictograms referring to the first or second type described above Telescope Type 1 Q3 e When measuring distances to a reflector with EDM mode IR this telescope type uses a wide infrared laser beam which emerges coaxially from the telescope s objective Instruments that are equipped with a reflectorless EDM additionally offer the EDM modes RL and RL Prism When using these EDM modes a narrow visible red laser beam is used to measure distances
106. target plate from just above the telescope or from just to the side of it If the spot illuminates the cross the achievable adju stment precision has been reached if it lies outside the limits of the cross the direction of the beam needs to be adjusted If the spot on the more reflective side of the plate is too bright dazzling use the white side instead to carry out the inspection TPS800 Z60 Adjusting the direction of the beam Pull the two plugs out from the adjustment ports on the top side of the telescope housing To correct the height of the beam insert the screwdriver into the rear adjustment port and turn it clockwise spot on target plate moves obliquely upwards or anticlockwise spot moves obliquely downwards Check amp Adjust 13850 Leica TPS800 3 0 0en To correct the beam laterally insert the screwdriver into the front adjustment port and turn it clockwise spot moves to the right or anticlockwise spot moves to the left amp gt Throughoutthe adjustment procedure keep the telescope pointing to the target plate amp gt After each field adjustment replace the plugs in the adjustment ports to keep out damp and dirt TPS800 Z62 TPS800 Z61 Leica TPS800 3 0 0en Check amp Adjust COMM Parameters For data transfer between PC and instrument the communication parameters of the serial interface RS232 must be set Leica Standard setting 19200 Baud 8 Databit No Parity 1
107. ters Place holder during Wildcard point search see chapter Wildcard search amp appears only in the front position of an input amp gt Inthe edit mode the position of the decimal place cannot be changed The decimal place is skipped 90 ASCII 95 Underscore ASCII 96 Measuring Preparation Setting 2p T Leica TPS800 3 0 0en Pointsearch SS P13 FIXPT Pointsearch is a global function used by applications SS Fi MEAS to e g find internally saved measured or fixed It is possible for the user to limit the point search to a particular job or to search the whole storage The search procedure always finds fixed points before measured points that fulfill the same search criteria If several points meet the search criteria then the points are listed according to their age The VIEW Displays the coordinates of the instrument finds the most current youngest fixed selected point point first ENH For manual input of coordinates Direct search OK Confirm selected point By entering an actual point number e g P13 all JOB To select a different job points with the corresponding point number are found POINT SEARCH ALL JOBS 4 gt Leica TPS800 3 0 0en DEED Measuring Preparation Setting Wildcard search The Wildcard search is indicated by a The aste 1 All points of any length with a 1 as the second
108. the scale of projection Measured values and coordinates are corrected with the PPM para meter PPM 0 Sets default parameters In order to take into consideration these influences PPM distance measurements are corrected using Input of individual scaling parameters atmospheric correction parameters Leica TPS800 3 0 0en 12 EDM Settings e Ht a MSL Height above sea level at instrument location e Temperature Air temperature at instrument location e Pressure Air pressure at instrument location e Atmos PPM Calculated and indicated atmospheric PPM e Refr Coeff Input of refraction coefficient for the atmospheric conditions Refraction correction The refraction correction is taken into account in the calculation of the height differences and the hori zontal distance Signal SIGNAL Displays EDM signal strength reflection strength in steps of 1 Permits optimal aiming at distant barely visible targets EDM Settings Leica TPS800 3 0 0en File Management The File Manager contains all functions for entering editing and for checking data in the field FILE MANAGEMENT 1 F1 Job F2 Fixpoints F3 Measurements F4 Codes FILE MANAGEMENT 2 Fi Initialize Memory F2 Memory Statistic Job Jobs are a summary of data of different types e g fixed points measurements codes results etc The job definition consists of the input of job name and user Additionally the system generates time an
109. tion Precautions The product must not be disposed with household waste Dispose of the product appropriately in accordance with the national regula tions in force in your country Always prevent access to the product by unauthorized personnel Product specific treatment and waste management information can be downloaded from the Leica Geosystems home page at http www leica geosy stems com treatment or received from your Leica Geosystems dealer A Warning Only Leica Geosystems authorized service workshops are entitled to repair these products Leica TPS800 3 0 0en Safety Directions Laser Classification Maximum average radiant power 0 33 mW 5 Maximum peak radiant power 4 12 mW 5 Integrated Distancer Measurements with 800 ps Reflectors IR mode Pulse repetition frequency 100 MHz The EDM module built into the product 1 5 mrad x 3 mrad produces an invisible laser beam which emerges from the telescope objective The product is a Class 1 Laser Product in accor dance with e IEC 60825 1 2001 08 Safety of Laser Prod ucts e EN 60825 1 1994 A11 1996 A2 2001 Safety of Laser Products Class 1 Laser Products are safe under reasonably foreseeable conditions of operation and are not harmful to the eyes provided that the products are used and maintained in accordance with the instruc tions Leica TPS800 3 0 0en KEE EET Safety Directions The EDM module built into this product produces a
110. to the USER key see chapter Settings Light On Off Switches display light on off Level Plummet This function enables the electronic bubble and the range of intensity settings of the laser plummet IR RL Toggle Change between the two EDM types IR on Reflec tors and RL Reflectorless New setting is displayed for about one second FNC Key IR Distance measurements with prisms RL Distance measurements without prisms Find more information in chapter EDM Settings Laser Pointer Switches on or off the visible laser beam for illumi nating the target point The new settings are displayed for about one second and then saved Free Coding Starts Coding to select a code from a codelist or enter a new code Same functionality like softkey button CODE Units Displays the current distance and angle unit and gives the possibility to change these Leica TPS800 3 0 0en Delete Last Record This function deletes the last recorded data block This can be either a measurement block or a code block Ce Deleting the last record is not reversible amp gt Only records can be deleted which were recorded in Surveying or in Measuring Lock with PIN This function is used to prevent unauthorized use of the instrument It enables you to lock the instru ment from any application by pressing FNC Lock with PIN without switching off the instrument After that the instrument will prompt for a
111. transmitters two way radios or diesel genera tors Precautions Check the plausibility of results obtained under these conditions Warning If the product is operated with connecting cables attached at only one of their two ends for example external supply cables interface cables the permitted level of electromagnetic radiation may be exceeded and the correct functioning of other products may be impaired Precautions While the product is in use connecting cables for example product to external battery product to computer must be connected at both ends Safety Directions DELE Leica TPS800 3 0 0en FCC Statement Applicable in U S Warning This equipment has been tested and found to comply with the limits for a Class B digital device pursuant to part 15 of the FCC rules These limits are designed to provide reasonable protection against harmful interference in a residen tial installation This equipment generates uses and can radiate radio frequency energy and if not installed and used in accordance with the instructions may cause harmful interference to radio communication However there is no guarantee that interference will not occur in a particular installation If this equipment does cause harmful interference to radio or television reception which can be deter mined by turning the equipment off and on the user is encouraged to try to correct the interference by one or more of the following measures e
112. under reasonably foreseeable conditions of operation and are not harmful to the eyes provided that the products are used and maintained in accordance with the instruc tions Leica TPS800 3 0 0en ros 60 Safety Directions Labelling Ge Yellow Red Maximum average Maximum peak radiant 0 75 mW 5 2 5 mW 5 power Class 1 LED Product according to IEC 60825 1 2001 08 Pulse duration duration 2x 105 ms 1x 105 ms EI repetition Type TC Power 12V 6V 1A max Leica Geosystems AG CH 9435 Heerbrugg Manufactured 2003 Made in Switzerland Complies with 21 CFR 1040 10 and 1040 11 except for deviations pursuant to Laser Notice No 50 dated July 26 2001 This device complies with part 15 of the FCC Rules Operation is subject to the following two conditions 1 This device may not cause harm ful interference and 2 this device must accept any interference received including inter ference that may cause undesired operation TPS800 Z72 a LED beam red b LED beam yellow Safety Directions Ip Leica TPS800 3 0 0en Laser plummet The laser plummet built into the product produces a visible red laser beam which emerges from the bottom of the product The product is a Class 2 Laser Product in accor dance with e EC 60825 1 2001 08 Safety of Laser Prod ucts e EN 60825 1 1994 A11 1996 A2 2001 Safety of Laser Products Class 2 Laser Products Do not stare
113. y press the tripod legs into the ground When pressing the legs into the ground note that the force must be applied along the legs TPS800 Z20 amp gt When setting up the tripod pay attention to a horizontal position of the tripod plate Slight corrections of inclination can be made with the foot screws of the tribrach Larger corrections must be done with the tripod legs ERE CS When using a tribrach with an optical plummet the laser plummet cannot be used Leica TPS800 3 0 0en Measuring Preparation Setting 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 amp gt Important features e Itis always recommended to shield the instrument from direct sunlight and avoid uneven temperatures around the instru ment e The laser plummet described in this topic is built into the vertical axis of the instrument It projects a red spot onto the ground making it appreciably easier to centre the instrument e The laser plummet cannot be used in conjunction with a tribrach equipped with an optical plummet Careful handling of tripod e Check all screws and bolts for correct fit During transport always use the cover supplied e Use the tripod only for surveying tasks Leica TPS800 3 0 0en HE Measuring Preparation Setting Setup ste

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