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TPS700 Performance Series - TEI of Crete

1. 139 Irc m 139 eL eee 140 TC B 702 703 705 1 1 Uen k aaa Contents Introduction Special Features 221 Leica Geosystems TC R 702 703 705 is a high quality electronic total station designed for the construction site Its innovative technology makes daily surveying jobs easier The instrument is ideally suited for simple construction surveys and setting out tasks The operation of the instrument s functions can be learned easily in a short space of time TC700z01 Reflectorless measuring EDM Large display alphanumeric keypad Endless drive Laser plummet Two axis compensator Camcorder batteries Light slender construction On board software and data memory Introduction TC R 702 703 705 1 1 0en Important Components 15 16 17 18 19 20 716700202 TC R 702 703 705 1 1 0en ook Optical sight Integrated guide light EGL optio nal Vertical drive Battery GEB111 optional Battery spacer for GEB111 Battery holder for GEB111 GEB121 GAD39 Eyepiece focussing graticule Telescope focusing ring Detachable carrying handle with mounting screws Serial interface RS232 Foot screws Objective with integrated Electro optic Distance Meter EDM B
2. R 93 101 106 JOD SCANCM pres 101 Key combinations essen Keyboafd ert eere eR Eds adoro E Index continued L Laser Classification sess 130 Laser 22442 29 Laser 134 142 iecit erre 145 Laser Pointer 2 42 93 Laser Spot ee 147 Leica Standard setting 98 Leica SurveyOffice 13 82 kens MOO 20 Level sensitivity 424 4 42 4 4 145 Limits of Use Line amp Offset Line of sight collimation 10 Line of sight error Hz collimation 11 Line Of Sight Errors esee 110 Mains adapter for 20 Manual code 81 Manual Input of Setting Out Values 56 Manual input of the station coordinates 40 Meas 107 Measurement 35 37 Measurements 242 411 102 EET 38 MEMORY 6 100 u
3. 141 Intended Use of InstruUMeNt cccccccccccccceccccececeeceee 124 141 Permitted Uses cocecccccccccccececececcececececcecececescecececeseececeesees 124 Circular Level cccccccccceeeseeeceeeeeseeeeeseeeeseneeeeseneeeess 141 Adverse Uses cccccsccsscsecsecsecseesecsecsecsecasceecsesaeeaeeeens 124 Circular Level on the Tribrach 141 Limits Of Use 125 Laser Plummet 4 142 Responsibilities 8 125 Reflectorless EDM 143 Hazards of Use 2 nr 126 130 Technical 4 4 lt lt 145 Integrated EDM Infrared Laser 131 4 Visible Laser es Corrections and Formulae 149 Laser Plummet 43g Atmospheric Correction n 1 Electromagnetic Compatibility EMC 135 Reduction Formulae s 151 FCC Statement Applicable in U S 137 Accessories 152 Gare and 51 138 DIL 138 153 138 Inside 139
4. 106 Data entry ienis 14 16 Data entry mode issiria 32 Data Exchange Manager 13 Data Manager disset Adie cies 100 87 cen 98 Ld I E 99 Date and 99 Delete Last Record 46 Delete 444 105 Deleting 0 221 2 104 Deletng OD 101 Deleting Letters Numbers 33 Determining Instrument Errors 109 Determining The Line Of Sight Error 111 Determining 0 112 DIMENSIONS eL 146 BILE 9 145 Dist MOGE M 93 Distante E 92 Distance 38 Distance measurement infrared 147 Distance measurement reflectorless 148 Distance measurement RL visible 147 Distance measurement with reflector 148 DSP Heater essent nennen 88 Edit iode 31 32 33 EDM CHANGE reete teer einen 41 EDM measu
5. 111 Determining 112 Possible Messages when Determining Instrument dic 113 System Information sse 114 SAVING 116 Start Up Programs 2 116 JOD Notices 116 ru EE 116 2 117 16 6 118 Measuring Application 118 Survey 118 Setting Out Application 118 Tie Distance Application 119 Area Application 2 119 Free Station 119 Reference Line Application 121 FUNCIONS 122 Determination of the Height of Remote Points 122 Target Offset 122 Correction Parameters 122 122 Atmospheric Corrections eee 122 GOING pec ES 123 OSW Goding dee 123 GSEGoding 2 e 123 Fixed Points Coordinates 123 92392 123 Contents TC R 702 703 705 1 1 0en Contents continued Safety Directions 5 124 Checking and Adjusting
6. 110 T Target Oie 43 V index Vertical index 11 Technical 145 Vehicle connection cable 22 Technical 10 Vertical angle zenith angle 10 Temperature 4 2 2 4 0 92 96 Vertical circle 20 10 Temperature 440 441244 146 9 Tie Distance 59 Vertical Index Error s 110 Tilt 85 89 114 VIEW EDIT atari emerserit 100 10 ilti i nj 14 UB A uu T ee 146 Time per 147 148 WILDCARD point searches 34 Tip for mini prism Se eae 20 Wildcard Search em meme Cava Smee kha my BT 37 TRACKING M 42 Transport 138 17 Zenith sss 11 90 Tribrach GDF111 BASIC 152 Zenith eyepiece Or eyepiece for steep angles PER 20 Tribrach GDF121 iiia ierit eire 152 Trigger 17 Trigger Key rice 9 85 TRIGGER Key cccesccceseseeeeseneeeeesneeesseeeessneeess 88
7. 55 8 Safety Directions 124 Quick 85 Saving 0 2 116 Searching code blocks 81 Radial Methods 61 Searching for 104 Sector 147 Serial inert RS232 9 Range with reflector 148 pee ere OCT m PA OEE T 51 REG Storing iere ree ed 42 2 Setting o o 48 857626169 1812 146 Setting Out 56 Recording code 82 Ing Sn C PRA di ed f Ue M te M UE Reduction 2 151 oordinates from 56 22222 72 74 etting tation m Sc pM 49 Setting Up the 2 27 Reference point eene 74 Settina Out via PC 78 Reflective targets 94 UR Reflectorless EDM 143 2 is Refraction Coefficient sese 96 Si RM M MED I ME 4 Refraction correction 22222100000 97 a e P TEE 3 Relative Humidity scssssesssscssssssesssessseseeseessssseseeesseeveees 96 90 Software Up
8. 141 Girc lar Level 2 n inet rente eie 141 B Baseline 2 2 1 72 Circular level eeseeee eene 9 45 72 Circular Level on the Tribrach 141 Basic Battery 21 Eleg EE ete 140 Batteries 21 Coarse Level Up sss 28 Battery EE 115 Godellst 5 2 nui 104 Battery adapter GAD39 9 21 Codelist 13 Battery charger eee teeters 20 22 80 123 TC R 702 703 705 1 1 0en 153 Index Index continued 98 0 145 Computation Procedure 67 Computed 4444 nene 53 CODI ASL cese comete serit eaae eese 85 87 Coordinate Editor niscenire ainina 13 Correction Parameters sse 122 Corrections and Formulae 149 Counterweight for eyepiece for steep angles 20 GES 31 32 33 E 106 Data cable Lemo0 RS232 20 152 DATA 100 Data
9. EDM measuring program y measurement measurement Type visible red laser Beam interruptions severe heat shimmer and moving Carri th 0 670 um objects within the beam path can result in deviations from the arer WAVE eng Hu specified accuracy Measuring system special frequency system basis 100 MHz 1 5 EDM type coaxial Display least count 1 Laser spot size approx 7x 14 mm 20 m approx 10 x 20 50 TC R 702 703 705 1 1 0en Technical Data Technical Data continued Distance measurement reflectorless Beam interruptions severe heat shimmer and moving e Range of measurement 1 5mto 80m objects within the beam path can result in deviations from the to target plate 710 333 Specified accuracy Display unambiguous to 760 m Prism constant additive constant 34 4 mm Range without reflector Distance measurement with reflector Range of measurement from 1000m up Atmospheric No reflector No reflector Display unambiguous to 12 km conditions white target grey albedo 0 25 4 60 m 200 ft 30 m 100 ft SUE 5 80 m 260 ft 50 m 160 ft ange with reflector 6 80 m 260 Tt 50 m 160 ft Atmospheric Standard prism Three prisms conditions GPR1 GPH3 1500 m 5000 ft 2000 m 7000 ft 5000 m 16000 ft 7000 m 23000 ft 5 Object in shade or sky ove
10. 71 Reference 77070 72 Definition of the Base Line 72 Reference Line 0 74 Reference 75 Orthogonal 76 EE 77 Setting Out via PC 78 80 Quick Code 84 TC R 702 703 705 1 1 0en 5 Contents Contents continued Men 85 Quick Settings 85 MA 86 System Settings cn eode afe ege dto 86 Angle Settings 2 400 89 Unit Settings sis sce tones ctr egre 92 EDM Settings ciii ertet Etre ite d inus 93 Communication 98 Date and TIME 99 Data Manager 100 VIEW EDIT DATA ssssssseseeeeeene 100 Delete Memory 424 4 4242 11 105 Data 106 rui 107 Messages and Warnings 108 Determining Instrument Errors 109 Line Of Sight Error Hz Collimation 110 V Index Vertical Index Error 110 Determining The Line Of Sight Error
11. te tiec toes 80 GS 5 m E 88 GSHM Aterea re SrA 106 TE E E 88 Guide Light 95 133 Hazards of Use 126 Height Determination Of Remote Points 45 Height Transfer 22222221 50 Horizontal angle 2 oett tritici 10 Horizontal circle 2 10 Horizontal drive 2 2 9 Horizontal 90 MSL iui e 96 Fiz collimation ert tetti nei 91 Hz Coll 115 Hz Gollimaltioh 2 eee Rene ense 110 Hz Incrementation eene 89 HIZO ec CI 38 Important Components 9 INITIALIZE MEMORY 04 100 101 Inserting Replacing Battery 25 Inserting Characters Numbers 32 Inside 22 11 139 143 Instrument Temperature 115 Integrated EDM Visible Laser 132 Integrated EDM Infrared 131 Integrated guide light 9 Intended Use of Instrument 124 lada em 93 ec n 93 93
12. Height measurement 716700797 TC B 702 703 705 1 1 Uen Corrections and 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 hori zontal distance relates to the station height not to the reflector height 4 0 1 ppm 10 mm l displayed slope distance m D A uncorrected distance m ppm scale correction mm km mm prism constant mm Accessories Leica Geosystems offers two accessory sets that ease the user s choice from the range of accessories offered by Lei ca Geosystems The existing accessories continue to be available Standard Accessory Set Tribrach GDF111 BASIC Battery GEB111 2x Battery charger GKL111 BASIC Data cable Lemo0 RS232 0 16700749 Extended Accessory Set Tribrach GDF121 PRO Battery GEB121 2x Battery charger GKL122 PRO Data cable Lemo0 RS232 Accessories TC R 702 703 705 1 1 0en RN Battery Charger GKL122 24 o Dri Battery Charger 111 esses 22 960 Prism GRZAM iet ette ee enn 94 Battery charger GKL111 BASO 152 Battery charger GKL122 PRO 152 Abbreviations cocer
13. Indication of EDM signal strength reflection strength in 1 steps Enables optimum distance measurement to poorly visible targets lt PREV gt Back to EDM settings TC R 702 703 705 1 1 0en la Menu Communication COMMUNICATION Baudrate Datenbits Parity Endmark Stopbits lt EXIT gt For data transfer between PC and instrument the communication parameters of the serial interface EN RS232 must be set Leica Standard setting 19200 Baud 8 Databit No Parity 1 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 CR LF Carriage return line feed CR LF Carriage return Stopbits Firm setting 1 Interface plug connections 8 4 92 700784 External battery Not connected inactive GND Data reception TH_RXD Data transfer TH_TXD Theodolite Menu TC R 702 703 705 1 1 0en Date and Time For displayi d setting of date and A displaying and setting ate an SET DATE TIME ime Time Form hh mm ss hours minutes seconds Time 24h 12 15 07 Date 29 02 2000 Date Form dd mm yyyy day mont
14. Open second display with Guide Light Offa gt lt EXIT gt lt SIGNAL gt lt SET gt Laser Pointer Off Visible laser beam is switched off On Visible laser beam for defining the target point is switched on Dist Mode With TCR instruments different settings for measurements with visible RL and invisible IR EDM type are available Depending on selected measuring mode the selection prism types are diffe rent Short range For distance measurements without prisms with a target distance up to 80 m 8mm 2 ppm Continuous distance measurement without prisms lt 1 km 5mm 2 ppm Long range For distance measurements with prisms from 1 km 5mm 2 ppm With the RL EDM each object in the beam is measured possibly branches cars etc Fine measuring mode for high precision measurements with prisms 2mm 2 ppm Quick measuring mode with higher measuring speed and reduced accuracy 5mm 2 ppm Continuous distance measuring 5mm 2 ppm Distance measurement using Retro targets 5mm 2 ppm TC R 702 703 705 1 1 0en Menu EDM Settings continued Prism type Open the function in the EDM settings Leica Geosystems Prisms Constants Leica Geosystems Prisms Professional Series mm Basic Series 70 Miniprism GMP101 102 360 Prism GRZ4 Reflective targets 34 4 ge is set at Prismconst USER Example adjacent
15. Charger Adapter plate 901121 TC700z95 The Professional charger GKL122 will charge up to four batteries either from a 220V or 110V mains using the mains plug or from the 12V or 24V source provided by the cigarette lighter in a vehicle At any one time either two Pro Basic batteries and two batteries with 5 pin sockets can be charged or by using the adapter plate GDI121 four Pro Basic batteries The adapter plate can be connected to the Pro charger GKL122 or to the GKL23 charger and enables two Pro Basic batteries to be charged simultaneously For instructions on how to use the charger refer to the user manual on the charger The battery chargers are intended for indoor use only Use a battery charger in a dry room only never outdoors Charge batteries only at an ambient temperature between 10 C and 30 C 50 F to 86 F We recommend a temperature of 0 C to 20 C 32 F to 68 F for storing the batteries Measuring Preparation TC R 702 703 705 1 1 0en Inserting Replacing Battery Insert battery correctly note pole markings on the inside of the battery cover Check and insert battery holder true to side into the housing For type of battery see section Technical Data 16700703 TC700Z05 E If the battery GEB121 or the battery adapter GAD39 for six individual cells is used the spacer for the GEB111 must be removed from
16. Start 4 The points be measured optionally in the first or second telescope face Between the individual points the telescope face can be changed One distance must always be measured Actual area always closed to the starting point 1 8 702 703 705 1 1 0 Applications Area Computation continued 1 Input of point number Measuring display Results 2 Trigger a distance measurement This can be achieved in the AREA plan AREA RESULTS following ways PtID 1 hr 1 500 m NoPts 15 HD m Area 148 472 m2 MEAS Triggers and records Area 0 000 m2 Area 0 014 ha measurement Point Pts 1 Perim 65 241 m counter and point number are EXIT RESULT MEAS EXIT NEW incremented Same function as The area is always displayed Displayed are lt MEAS gt according to the onboard unit area setting m hectare number of measured points Triggers and circumference of closed area displays a distance length of closed polygon measurement lt NEW gt Starts a new area REC Save with REC if key computation The assigned counter is set to 0 accordingly again lt EXIT gt Quits the program area lt RESULT gt Records areas computation perimeter and point counter Applications TC R 702 703 705 1 1 0en Free Station The application Free Station is used to determine the instrument positio
17. Definitions Fixpoint point found is a fixed point Measurement The point found is a measured point 2 5 The point found is point number 2 of a total of 5 points in this relevant job amp Scroll within all points found lt FINDPT gt Re enter the search criteria Measuring After switching on and setting up correctly the total station is immediately ready for measuring Ss 5 999 gt ogo S Sos 94 55 47 i ud 7 TC700225 In the measuring display calling all functions applications under FNC EDM PROG MENU LIGHT LEVEL and LASER PLUMMET is possible All displays shown examples Local software versions may differ from the basic version Example of a possible measuring display PtID hr Hz V HD lt QCODE gt i 1 600 m 236 56 14 91 12 23 123 569 m Hz0 SETUP Displays v Indicates further displays with additional data e g dH SD N H Xy Changes the display lt Hz0 gt Set the Hz orientation to 0 00 00 0 gon Angles are permanently displayed At the time of pressing the key a distance measurement is triggered The angle values and distance are stored in the internal memory or downloaded via serial interface Triggers a distance measurement and shows this on the display Angles are displayed independently of the distance measurement
18. Laser Plummet continued Pulse duration power Maximum radiant a power per pulse Measurement RO Infrared laser beam exit invisible TC700Z56 Laser beam visible TC R 702 703 705 1 1 0en Flectromagnetic Compatibility EMC The term electromagnetic compatibility is taken to mean the capability of the instrument to function correctly in an environment where electromagnetic radiation and electrostatic discharges are present and without causing electromagnetic disturbances in other equipment WARNING Electromagnetic radiation can cause disturbances in other equipment Although electronic total stations meet the strict regulations and standards which are in force in this respect Leica Geosystems cannot completely exclude the possibility that other equipment may be disturbed Safety Directions Flectromagnetic Compatibility EMC continued CAUTION There is a risk that disturbances may be caused in other equipment if the total station is used in conjunction with accessories from other manufacturers e g field computers personal computers walkie talkies non standard cables external batteries Precautions Use only the equipment and accessories recommended by Leica Geosystems When combined with total stations they meet the strict requirements stipulated by the guidelines and standards When using computers and walkie talkies pay attention to
19. When a data entry key is pressed the corresponding number is called In alphanumeric data entry mode each key is used for the entry of 3 letters and a digit If the key is repeatedly pressed quickly the next character letter special character number is called If the key is not pressed again within approximately 1 second the character is applied as an entry Operating the Instrument 16 TC R 702 703 705 1 1 0en Trigger Key TC700Z63 Three settings are possible for the trigger key It can be assigned the function ALL or DIST or it can be disabled The key can be activated in the configuration menu see section Menu System settings TC R 702 703 705 1 1 0en Operating the Instrument Buttons 1 1 600 m 236 56 14 91 12 23 123 569 m gt Buttons are a range of commands appearing in the bottom line of the display They can be selected with the navigation keys and activated with 29 Other buttons may become available depending on the active function or application Important buttons SET Sets displayed value and leaves dialog OK Accepts message displayed or dialog and leaves dialog EXIT Leaves a function application or menu prematurely Changed values are not set PREV Back to last active dialog Menu application specific buttons are explained in the relevant sections Symbols Depending on software version different
20. For more information about Leica SurveyOffice please refer to the comprehensive Online Help TC R 702 703 705 1 1 0en Introduction Wma ee Keypad The On Off key is located on the Buttons Symbols side cover of the TC R 702 703 705 to avoid inadvertently switching the Focus bar Data entry keys instrument off Currently processed field Entry of numbers letters and or button special characters 13 Navigation 135 54 23 keys The navigation keys have different Gp Gs v Gs functions depending on the application TC700225 All displays shown are examples Local sofware ande versions may differ from the basic MENE yS wi versioni Can be activated by pressing permanently defined and the corresponding fixed functions e g keys ENTER SHIFT Operating the Instrument TC R 702 703 705 1 1 0en Keypad continued Fixed keys 888 90 Measure distance and angles record measured values Measure distance and angles display measured values without recording Key programmable with function from the FNC menu Starts application programs Switches the electronic level on off The laser plummet is automatically switched on with the electronic level Switches to the second key level EDM FNC MENU illumination ESC and switching between alphanumeric numeric character set Deletes character field
21. PtID 1 Point ID Hz 1 Horizontal angle V 1 Vertical angle SD 1 Measured slope distance hr 1 Reflector height Measurement n PtlD n Point ID Hz n Horizontal angle V n Vertical angle SD n Measured slope distance Reflector height Results n 1 n dH Height difference Target Offset L Offset Length offset T Offset Cross offset H_Offset Height offset Correction Parameters A correction block is stored every time when anew job is stored or more parameters changed in the EDM settings in the instrument see list below EDM EDM type EDM mode Prism type Prism constants Atmospheric Corrections Pressure Air pressure Temperature Temperature Rel humid Relative atmospheric humidity Refr Coeff Coefficient of refraction Ht a MSL Height above see level Atmos ppm Atmospheric PPM Saving Data BEENDEN TC R 702 703 705 1 1 0en Coding Fixed Points Coordinates RS232 OSW Coding Point ID Measurements PtID Hz V SD hr E Easting are output over the RS232 serial Code Name of code N Northing interface if data output over RS232 is Desc Comment H X Height set Attri Attribute name 1 Attr2 Attribute name 2 Attr3 Attribute name 3 E calculated data e g HD is Attr4 Attribute name 4 output over the RS232 serial Attr5 Attribute name 5 interface Attr6 Attribute name 6 Attr7 Attribute
22. Carry out SET ORIENTATION and make sure that JOB and STATION are valid 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 If a job was not yet defined and or REC is activated in MEASURE the system automatically generates a job with name DEFAULT Using the SurveyOffice software package TPS300 700 Tools TPS setup the number of available jobs can be either set to 8 mixed data management measurements and fixed points or to 16 only measurements or only fixed points Remarks 1 2 Job no 1 of a total of two available jobs SELECT JOB Job 5 gt Oper R FISCHER Date 04 07 1998 Time 16 42 lt EXIT gt lt NEW gt lt SET gt Selection Using the arrow keys you can scroll within the available jobs Select the desired job Re enter Job lt NEW gt Defines a new job Activates a display for input of a new job name and user lt SET gt Sets job and returns to start up program overview lt EXIT gt Back to start up program overview All subsequent recorded data is stored in this job directory Date and time automatically placed by the system and cannot be changed Start Up Programs TC R 702 703 705 1 1 0en Setting Station Known P
23. Determining instrument errors TC R 702 703 705 1 1 0en n Menu Resolution The displayed angle format can be selected in three steps For 360 0 00 01 0 00 05 0 00 10 For 360 TC R 702 0 0001 0 0005 0 0010 TC R 703 705 0 0005 0 0010 0 0050 For gon TC R 702 0 0001 gon 0 0005 gon 0 0010 gon TC R 703 705 0 0005 gon 0 0010 gon 0 0050 gon For mil 0 01 mil 0 05 mil 0 10 mil Unit Settings UNIT SETTINGS Angle Distance Temp Pressure EXIT Angle dd degree sexagesimal possible angle values 0 to 359 59 59 dec deg degree decimal possible angle values 0 to 359 999 gon possible angle values 0 gon to 399 999 gon mil possible angle values 0 to 6399 99mil The setting of the angle units can be changed at any time The actual displayed values are converted according to the selected unit Distance meter Meter ft in1 8 US feet inch 1 8 inch US ft US feet INT ft International feet Temperature C Degree Celsius F Degree Fahrenheit Pressure mbar Millibar hPa Hecto Pascal mmHg Millimeter mercury column inHg Inch mercury column Menu 92 TC R 702 703 705 1 1 0en EDM Settings The EDM settings contain a detailed menu with selection fields for required settings EDM SETTINGS v LaserPointer Off 4 EDM Mode IR Fine 4 Prism Type Round 4 Prism Const O mm EXIT PPM SET
24. EXIT lt NEWBASE gt lt 5 gt 2 Trigger distance measurement and 4 Store with MEAS measured indication of horizontal distance HD with lt MEAS gt lt MEAS gt Measure and record the base point data of the remote point No new distance measurement is carried out Height H and height difference dH as function of actual V angle and measured distance to base point are computed and displayed immediately lt NEWBASE gt Enter and measure a new base point FNC Key TC R 702 703 705 1 1 0en Delete Last Record Doubt ento DEL mporant messages LAST REC DLR Not permitted to delete record Function DELETE LAST RECORD is This function deletes the last outside Surveying or only active in applications Surveying recorded data block This can be MEASURING and MEASURING either a measurement block or a Output set to RS232 Current setting for data storage is code block RS232 see section Configuration Measured data has been output via interface and so cannot be deleted in the field memory Not permitted to delete this record Record cannot be deleted because SURE TO DELETE last data set was not registered either in Surveying nor in MEASURING Last record has been deleted The last record has been already deleted Function cannot be activated any more Deleting the last record is not reversible Only records can be deleted which w
25. The displayed distance remains valid until it is replaced by a new distance measurement Measuring Preparation TC R 702 703 705 1 1 0en Station Block This dialog generates a station block without co ordinates which can be evaluated by software In the data output the data is made available depending on the evaluation possiblitie The orientation is manual TC700Z79 TC R 702 703 705 1 1 0en Procedure lt SETUP gt This button in the measuring display activates the definition of station and orientation Stn 100 hi 1 500 BsPt BsBrg 101 0 00 00 EXIT JOB STN SET Station The station can be defined with a station name 1 Move cursor to Stn and enter station number as well as instrument height hi Close entry with Orientation The orientation is designated with the number and description of the target point 2 Move cursor to BsPt and enter orientation point number Close entry with gj 3 Manual input of a Hz value as orientation or set lt 20 gt The orientation is continuously displayed but can be modified in the edit mode Buttons SET entries are registered and the measuring display is activated again Starts manual input of the station coordinates STN Measuring Preparation Station Block continued Manual input of the station coordinates lt PREV gt Back to setup
26. User Manual TC R 702 703 705 Version 1 1 English MADE TO MEASURE Electronical Total Station Symbols Used in this Manual Congratulations on your purchase of a new Leica Geosystems Total Station refer to section Safety directions as well as instructions for setting up the instrument and operating it Please read this User Manual carefully to achieve maximum efficiency from your instrument This manual contains important safety directions Product Identification The type and the serial number of your instrument are indicated on the label inside the battery compartment Write the type and serial number of your instrument in the space provided below and always quote this information when you need to contact your agency or service workshop Type Serial no The symbols used in this User Manual have the following meanings DANGER Indicates an imminently hazardous situation which if not avoided will result in death or serious injury WARNING Indicates a potentially hazardous situation or an unintended use which if not avoided could result in death or serious injury 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 Important paragraphs which must be adhered to in practice as they enable the product to be used in a technically
27. Vehicle 9 i lt gt connection LA 16700773 Battery charger GKL111 700774 Using the Basic battery charger GLK111 one Basic Pro battery can be charged Charging can be carried out via a mains socket using the power supply unit or via the vehicle connection cable inside vehicles 12V or 24V Connect battery charger GKL111 to mains or inside the vehicle Insert battery GEB111 GEB121 into the charger so that the metal contacts of the charger and of the battery connect and the battery is locked in place The continuously lit green lamp indicates the charging process Measuring Preparation TC R 702 703 705 1 1 0en Battery Charger GKL111 continued 16700775 16700776 As soon as the green lamp is flashing Slide battery holder with inserted the battery is charged and can be battery into the instrument Now the removed from the charger Charging instrument is ready for measuring time is 1 to 2 hours and can be switched on Insert charged battery into the battery holder of your instrument Pay attention to the correct polarity Find more information in section corresponding to the diagram in the Inserting Replacing Battery or the battery cover instruction leaflet for the charger GKL111 TC R 702 703 705 1 1 0en 2 Measuring Preparation Battery Charger GKL122 Vehicle connection cable 700294 Adapter plate 901121
28. 10 Battery GEB111 sss 9 152 ACCOSSOLITBS 152 Battery GEB111 GEB121 22 esca M 147 148 Battery 21 9 152 Accurate 000 29 Battery holder for GEB111 GEB121 GAD3989 9 Adapter aKE23 24 Battery spacer for GEB 11 9 Adapter plate 21 sse 24 Baudrate CRI 98 Adjusting the Direction of the 144 nie 86 Alphanumeric Character Set 34 Button fUNCHIONS NIENTE E 54 Alphanumeric Values ss 32 RM 15 17 Y cec 92 Angle measurement essere 145 C CALIBRATION 109 Angle Settings E ek ee a ee ag OEA 88 Calibration 115 ApplicallOris 54 118 Care 5 138 Area Computation 2 63 Carrying sea Ps D peu M DOS 9 Atmospheric Correction 48 Gattesian 57 Atmospheric Parameters ppm 96 COD pi ENT h 30 Automatic corrections 146 wi dieque uitae oes DOM RM 87 Check liese gt ps Checking and
29. 119 Saving Data Free Station Application continued Measurement n Residuals Orientation results PtlD n Point ID dHz Residualonthe horizon PtID 1 Point ID of the first Hz n Horizontal angle tal angle target point V n Vertical angle dHD Residual on the horizon Brg Calculated azimuth SD n Measured slope distance tal distance between the station co hr n Reflector height dH Height residual ordinates and the first target point based on Station results Orientation point 1 the telescope face in Stn Station number PtID 1 Point ID which orientation was E Station co ordinate Easting E 1 Easting performed N Station co ordinate Northing N 1 Northing NoPts Number of target points H Station height H 1 Height used hi Instrument height HzCor Hz circle correction Orientation measurement 1 StDev Standard deviation of Standard deviations PtID 1 PointID the Hz circle correction J StDv E Standard deviation of the 2 1 Measured horizontal Face Telescope face in which station co ordinates angle orientation orientation was Easting unknowns performed StDv N Standard deviation ofthe V 1 Vertical angle station co ordinates SD 1 Measured slope Northing distance StDv H Standard deviation ofthe hr 1 Reflector height station height StDv P Average point position error mF NY Saving Data 120 TC R 702 703 705 1 1 0en Reference Lin
30. Bs The manufacturers of non Leica Geosystems accessories for the TC R 702 703 705 electronic total stations 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 Lei ca Geosystems product Hazards of Use Responsibilities of the person in charge of the instrument WARNING The person responsible for the instrument must ensure that it is used in accordance with the instructions This person is also accountable for the training and deployment of personnel who use the instrument and for the safety of the equipment when in use The person in charge of the instrument has the following duties To understand the safety instructions on the product and the instructions in the User Manual To be familiar with local regulations relating to accident prevention To inform Leica Geosystems immediately if the equipment becomes unsafe 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 environmental consequences Precautions All users must follow the safety directions given by the manufacturer and the directions of the person responsible for the instrument WARNING The battery charger is not designed for use under wet an
31. Measurements made in both telescope faces are checked for gross errors to ensure that the same point has been aimed at If a target point is measured several times in the same telescope face the last valid measurement is used for computation Measurement restrictions 2 measurements For measurements in 2 faces the reflector height the refCoeff and the must be kept the same for both faces for the same target point although it is permissible to change these parameters between different target points An error message will be generated if the reflector height changes between face and face II while measuring to the same target point 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 Applications 66 TC R 702 703 705 1 1 0en Computation Procedure The computation procedure automatically defines the calculation method e g 2 point resection 3 point resection with angles only 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 Il measurements enter the computation process In case of multiple measurements to the same target point only the last measurement for each fa
32. RL 34 4 Reflectorless Prism constant Open the function in the EDM settings Entry of a user specific prism constant Input can only be made in mm Formula Prism constant to be entered 34 4 Example Non Leica Geosystems prism constant 14 mm gt Prism constant to be entered 14 34 4 20 4 Limit value 999 mm to 999 mm Menu 94 TC R 702 703 705 1 1 0en EDM Settings continued Guide Light EGL The optionally available Guide Light EGL consists of two coloured flashing lights in the telescope of the total station All TC R 702 703 705 instruments can be equipped with this 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 1 Flashing red diode when setting out points TC700212 TC700222 2 Flashing yellow diode 100 m 330 ft Off The automatic Guide Light EGL is switched off Operating range 5 150 m 15 500 ft On The automatic Guide Light Divergence EGL is switched on 12 m 40ft at 100m 330 ft o oe e 6m 6m 20 ft 20 ft Menu options only active when an EGL is installed TC R 702 703 705 1 1 0en EET Menu EDM Settings continued Atmospheric Parameters ppm Distance measurement is influenced directly by the atmospheri
33. compensator defines the plumb line within the instrument Zenith Point on the plumb line above the observer Reticle Glass plate within the telescope engraved with the cross hair lines TC R 702 703 705 1 1 0en Introduction TechnicalTerms and Abbreviations continued SD E N H HD dH hr hi EO NO HO TC700Z59 2 Indicated meteorological corrected slope distance between instrument tilting axis and centre of prism laser spot TCR Indicated meteorological corrected horizontal 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 Height of target point Area of Applicability This User Manual is valid for all instruments in the TPS700 Perfor mance Series TC Instruments are equipped with an invisible infrared EDM The TCR In struments are also equipped with a visible red laser for reflectorless measuring Sections only valid for TCR instruments are marked accordingly Introduction TC B 702 703 705 1 1 Uen PC Software Package Leica Survey ffice The software package Leica SurveyOffice is used to exchange data between the TPS700 and the PC It contains several auxiliary programs to support your use of the instrument Installation on the PC The in
34. stops EDM Confirms an entry continue to the next field Key combinations 4 9 Access to distance measuring functions and distance corrections ppm NC gt ED Quick access to measurement supporting functions gt iD ED Access to Data Manager instrument settings and adjustments gt 6 m Switches the display illumination on and off and activates the display heating if the instrument temperature is less than 5 C ESC gt Gir Quit a dialog or the edit mode with activation of the previous value Return to next higher level PgUP gt Gi Page Up scrolling upwards if several displays are available in one dialog PgDN gt Gri 7 Page Down scrolling downwards if several displays are available in one dialog TC R 702 703 705 1 1 0en Operating the Instrument Keypad continued Navigation keys PAL UG The navigation keys can take on a range of functions depending on the context in which they are used Control of the focus Control of the cursor Page through a selection Selection and confirmation of parameters The exact function of these keys will be covered in more detail at the appropriate points in the User Manual Data entry keys Entry of numbers letters special characters e Entry of the decimal point and special characters e Change between positive negative sign entry of special characters
35. 1 HO TRANS in the SET STATI ON display starts the height transfer and carries out a point search using the wildcard criterion i e the last point measured entered is displayed first fixed points before measurements 2 Enter the required point number for the target point or page through the list of points found using 48 3 09 lt MEAS gt Measurement to the selected target point 4 RES display of the results RESULTS Stn PtID HO I HO II Mean STN1 PF22 436 719 m 435 065 m 435 892 m lt gt lt gt NEW OK The following are displayed Station name Point ID of the target point Calculated station height HO from measurement in the corresponding telescope face If measurements are performed in both telescope face the measurements are averaged Bz If the calculated values for HO in the first and second telescope face vary by more than 10cm an error message is displayed The measurement does not need to be repeated HO_MEAN is calculated in any case OK Back to the SET STATION display HO is set and only saved with lt SET gt Starts a new measurement Ends the height transfer returns to SET STATION display HO is not set lt PREV gt Back to the measurement dialog lt NEW gt EXIT Start Up Programs BENT TC R 702 703 705 1 1 0en Orientation This program enables an orientation angle to be entered manually or for
36. 115 Ho 141 Type ot t brach 146 158 TC R 702 703 705 1 1 0en Total Quality Management Our commitment to total customer Leica Geosystems AG Heerbrugg Switzer land has been certified as being eguipped with a quality system which meets satisfaction the International Standards of Quality 150 9001 A ISO 14001 Management and Quality Systems ISO Ask your local Leica Geosystems agent for more standard 9001 and Environmental Manage information about our TQM program ment Systems ISO standard 14001 TC R 702 703 705 1 1 0en 712678 1 1 0en Printed in Switzerland Copyright Leica Geosystems AG Heerbrugg Switzerland 2000 Translation of original text 712677 1 1 0de Leica Geosystems AG CH 9435 Heerbrugg Switzerland Phone 41 71 727 31 31 Fax 41 71 727 46 73 www leica geosystems com
37. 705 1 1 0en Point Search The point search is a global function used by applications to search for internally stored measuring points or coordinates It is possible for the user to limit the point search to a particular job or to search the whole memory ob lt gt Fixed points are always displayed first matching the relevant search criteria If several points meet the search conditions then the points are arranged depending on age The instrument always finds the current fixed point first Direct search By entering an actual point number e g P13 all points with the corresponding point number are found Example Input P13 As an example 2 fixed points and 3 measurements are found You can page through the match selection using 8 As an example a possible sequence is shown below FIND POINT 2 5 Job PROJ_EAST PtID lt gt 128 400 m 244 000 m 2 500 m Fixpoint lt FINDPT gt lt OK gt lt EXIT gt Fixpoint point found is a fixed point Measurement The point found is a measured point 2 5 The point found is point number 2 of a total of 5 points in this relevant job I e Scroll within all points matched lt FINDPT gt Re enter the search criteria ez If no suitable point can be found the user is notified by the error message Point not found or Database empty TC R 702 703 705 1 1 0en Measuring Preparation Poin
38. EDM SETTING COMMUNICATION DATE TIME EXIT gt lt EXIT gt Leaves Settings Back to Measure System Settings All parameter selection fields are available to the user Beep Sector Beep Data Output AutoOFF EXIT DG EXIT SET Displays additional parameters Select a setting Back to Settings without setting the changed settings Sets the changed settings and returns to Settings Beep The beep is an acoustic signal after each key stroke Off Beep switched off Normal Beep switched on Loud Increased volume Sector Beep Off Sector beep switched off On Sector beep sounds at right angles 0 90 180 270 or 0 100 200 300 gon Code Set Defines whether the code block is saved before or after the measurement see also Coding section Before Save code block before the measurement After Save code block after the measurement Menu 86 TC R 702 703 705 1 1 0en System Settings continued Example Sector Beep From 95 0 to 99 5 gon or from 105 0 to 100 5 gon a Fast beep sounds whilst from 99 5 to 99 995 gon or from 100 5 to 100 995 gon a manent beep sounds 90 TC700227 1 1 No beep 2 Fast beep interrupted 3 Permanent beep Data Output RS232 Data is recorded via the serial interface For this purpose a data storage device must be connected IntMem All data is recorded in the internal mem
39. Made in Switzerland S No This laser product complies with 21CFR 1040 as applicable 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 and Storage and Storage Transport When transporting or shipping the equipment always use the original Leica Geosystems packaging transport case and shipping cardboard After a longer period of storage or transport of your instrument always check the field ajustment parameters indicated in this manual before using the instrument In the Field TC700Z21 TC700236 When transporting the equipment in the field always make sure to either carry the instrument in its original transport case or carry the tripod with its legs splayed across your shoulder keeping the attached instrument upright Care and Storage E TC R 702 703 705 1 1 0en Inside Vehicle Shipping Storage 16700270 MT a o o o E TC700Z61 Never transport the instrument loose inside the vehicle The instrument can be damaged by blows and vibrations It must always be transported in its
40. and REC external data recording unit shows the difference in the direction Measurements including to the point to be set out data recording can also be triggered from the external data recording unit REMOTE SET OUT PtID Dist The measured data is dHz always transmitted over the dHD E RS232 interface and is never written HD to the internal memory in the hr instrument lt EXIT gt e Following the distance Further commands measurement the horizon RS232 Commands tal distance difference and the height difference to the Inputs new data c CRLF point to be set out are displayed Quits setting out x CRLF via PC Further displays Gi Change to further displays with additional data in accordance with the selected setting out method Setting out with azimuth distance and height change to orthogonal setting out dL dQ dH and display of the setting out values PtID Brg Dist and the station data EO NO hi Setting out with co ordinates change to orthogonal dL dQ dH or cartesian setting out dE dN dH and display of the setting out values E H Brg Dist TC R 702 703 705 1 1 0en Setting Out via PC Codes contain information about recorded points With the help of coding points can be assigned to a particular group simplifying later processing A clear differentiation is made between GSI coding TPS100 ins
41. etc VIEW JOB 1 2 w Job Oper Project_01C lt gt T Waits 16 06 98 09 30 11 Date Time lt EXIT gt lt DEL gt lt NEW gt The job definition consists of the input of job name and user Additionally the system generates time and date at the time of creation TC R 702 703 705 1 1 0en Menu Job search A gt Using the arrow keys the job list can be paged through in both directions Deleting job 8 Select relevant job DEL Deletes all data within a job Input of a Job NEW Defines a new job and job data entry e g job user SAVE Creates and registers the new job lt PREV gt Back to job search without saving VIEW EDIT DATA continued Fixed points Fixed points may be entered with point number coordinates E N and height VIEW FIXPOINT v Project 01 4 Job Find PtID ABC1 4 E 31798003 234 m 15635975 915 m 8723 001 m lt gt lt DEL gt lt NEW gt Valid fixed points contain a minimum of one point number and either the co ordinates E N or the height H lt DEL gt Deletes the selected fixed point Enter fixed points NEW Starts the point and edit input for fixed points or editing of existing fixed points by calling the rele vant point number Within the job selection field the directory for the fixed point is selected SAVE Saves the data entered lt PREV gt Back to fixed point
42. 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 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 16700751 Throughout the adjustment procedure keep the telescope pointing to the target plate After each field adjustment replace the plugs in the adjustment ports to keep out damp and dirt A Care and Storage TC R 702 703 705 1 1 0en Technical Data echnical Data Telescope Transits fully Magnification Angle measurement absolute continuous Updates each 0 3 seconds Laser plummet In alidade turns with instrument Accuracy max rot diameter of Image upright Free objective aperture 40mm Shortest focussing distance 1 7 m 5 6 ft Focusing fine Field of view 1 30 1 7gon Telescope field of view at 100m 2 6m Units selectable 360 sexagesimal 400gon 360 decimal 6400 mil V V Standard deviation acc to DIN 18723 ISO 12857 TC R 702 2 0 6 mgon TC R 703 3 1 mgon TC R 705 5 1 5 mgon Smallest display resolution gon TC R 702 0 0001 TC R 703 705 0 0005 360d TC R 702 0 0001 TC R 703 705 0 0005 360s 1 mil 0 01 Level sensitivity Circular level 6 2 mm Electronic bubbl
43. is computed Program Finally the results are displayed starts again at point 1 2 1 Variant on 2 instead of measuring the target point it can lt NextPt2 gt Point 2 is set as starting also be selected from the memory TIE DIST Pti Pt2 VW point of a new missing line or entered using the keypad New point Pt 2 must be lt COORD gt Pti T101 measured zu Pt2 T102 3 Enter desired point number and Hdist 124 145 m reflector height for the second Hdiff 2 678 m target point The previously measured point number is EXIT lt NewPti1 gt lt NextPt2 gt displayed Hdist Horizontal distance TIE DIST PT 2 v between and point2 T101 Hdiff Height difference between pointi and point2 1 300 Sdist Slope distance between 102 501 m pointi and point2 Brg Azimuth between point1 4 Aim on target point and measure and point2 GSP REC lt 5 gt Applications EE TN TC R 702 703 705 1 1 0en 2 Radial Methods A B A C 2 Aim on target point and measure Results Slope distance 1 2 es e REC MEAS pane 22 Finally the results are displayed 2 1 Variant on 2 instead of measuring the target point it can also be selected from the memory or entered using the keypad TC7002103 RADIAL DIST 1 2 Pt1 COORD is Slope distance 1 4 3 Enter desired point number and Hdist reflector height for the second Hdiff 1 Enter desired point number and target
44. occurs if a point was measured in one face and the measurement in is the other face differs by more than 180 0 9 for the vertical angle reading More points or distance required There are insufficient data measured to be able to compute a position Either there are not enough points used or not enough distances measured TC R 702 703 705 1 1 0en Applications Reference Line This program facilitates the easy setting out or checking of lines for buildings straight sections of road simple excavations etc A reference line can be defined with reference to a known base line which e g has been defined based on an existing site boundary The reference line can be offset either longitudinally or in parallel to the base line or be rotated around the first base point as required N 2nd base 1st base point TC700Z98 Definition of the Base Line The base line is given by two base points The base points can be defined in three ways Measure point Enter co ordinates using keypad Select point from memory Definition of the base points a Measuring base points Input a point number and indepen dent measurement of the base points using or 9 REC Applications 72 TC R 702 703 705 1 1 0en Definition of the Base Line continued b Base points with co ordinates Input a point number The search for associated points in the memory can be initiated using l
45. of the reference line to the right referred to the direction of the base line 1 2 Line Longitudinal offset of the start point reference point of the reference line in the direction of base point 2 Rot Rotation of the reference line clockwise around the reference point Hoff Height offset the reference line is higher than the first base point The calculation of the reference line is performed in stages as per the diagram shown on the left lt EXIT gt Return to the start up programs lt NewL gt Return to the definition of a new base line Opens the Orthogonal Setout application lt RefL gt Opens the Reference Line application lt L amp O gt Applications 14 TC R 702 703 705 1 1 0en Reference Line 7007101 1st reference point measured point The lt RefL gt function calculates longitudinal transverse and height differences relative to the reference line After the first distance measurement the measurement dialog displays the calculated values dLine dOffs dHt continually if tracking mode is activated Reference Line Result PtID 103 hr 1 550 m dOffs dLine 0 120 m 0 054 m 0 020 m EXIT lt RefL gt em Triggers a distance measurement es Measures and registers measured data EXIT Return to the start up programs lt RefL gt Redefine reference line The height of the first reference point is alway
46. rent material over the end of the pipe Measuring Preparation TC R 702 703 705 1 1 0en User Entries Entry of Numeric Values Numeric fields can contain only numeric values the negative sign and the decimal point Examples of numeric fields are Hz horizontal angle E Easting coordinate hi instrument height Numeric values can be entered in two ways TC R 702 703 705 1 1 0en Measuring Preparation 1 Enter new value Replace value displayed by new value Move the focus to the required input field using the navigation keys Type the numeric value and the decimal point using the numeric keys The sign can be changed from positive to negative and vice versa at any time during data entry using the key concludes the entry and the focus jumps to the next input field 2 Edit value displayed Changing only a few digits in the value displayed Move the focus to the required input field using the navigation keys The A key opens Edit mode and places the cursor on the character on the extreme right of the field The e key opens Edit mode and places the cursor on the character on the extreme left of the field Move the cursor to the character to be changed using the A and D keys Type the required digit concludes the entry and the focus jumps to the next input field If the entry is not to be confirmed press 6 and the old value will b
47. search or display of coordinates Fixed point search The same conditions are valid here as with point search You can enter the exact point number or limit the data range by entering a wildcard e g Measurements Measurement data available in the internal memory can be searched and displayed or deleted VIEW MEASUREMENT Set Data Search Job PtID gt Projekt_01C 4 p A EXIT VIEW Selection field for job Input of a search criteria for points Menu 102 TC R 702 703 705 1 1 0en VIEW EDIT DATA continued Points can be searched for by two methods Job selection e g Project_01C Point selection Finds all points meeting the conditions mentioned above and also the search critera for the point search VIEW Type Measurement PtID A412 Hz a 125 13 00 354 V 92 45 12 HO 113 405 m hr 1 500 m EXIT DEL _ lt SEARCH gt TC R 702 703 705 1 1 0en 103 Menu e g If A is entered all data for which the point ID starts with is found D Extended display with co ordinates and time information lt DEL gt Deletes the selected data set from the internal memory lt SEARCH gt Back to point search te Additional data blocks can be recorded in the measuring range irrespective of the program in use Corrections EDM Type EDM Mode Prism typ Prism constant Atmospheric PPM Pressure Ht Ab
48. selection of area to areas of a job are deleted Deleting within the selected area be deleted Data is kept data in snable aspecific ALL MEM Deletes all data in YES Deletes the selected data P memory All data will be area within the selected job area to be selected lost Shortcut to the function INITIALIZE MEMORY in the Deleting the memory cannot Data Manager display be undone After confirming the message all data is deleted permanently Clearing all data INITIALIZE MEMORY in database Job Project 04B 4 Data Measurements 4 EXIT ALLMEM DEL e Selection of job and data area to be deleted Possible data areas measurements fixed points jobs TC R 702 703 705 1 1 0en Menu Data Download With this special function measured Job Selection of job from which Example GSI format data can be transfered via the serial data should be transfered interface to a receiver e g a Within the data setting Laptop The success of the transfer Data Fixed points or MEASUREMENTS a data set is not checked when this type of data measurements can be sent could have the following appearance transfer is used separately and independently from each 11 00000D19 21 022 16641826 Shortcut the function other Selection of data 22 022 09635023 31 00 00006649 DATA DOWNLOAD in the type 58 16 00000344 81 00 00003342 82 00 00005736 83 00 000000
49. symbols are displayed indicating a particular operating status lt gt A double arrow indicates selection fields The desired parameter can be selected using the navigation keys Selection fields can be left with as well as with amp or 9o Indicates that several pages are available which can be selected with amp Indicates telescope face or refer also to System settings Indicates that Hz is set to left side angle measurement anti clockwise Compensator status Compensator switched on 1 axis or 2 axes Compensator switched off Status symbol EDM type Infrared EDM invisible for measuring with prisms and reflective targets Reflectorless EDM visible for measuring with all targets Status symbol Battery capacity E The battery symbol indicates the level of the remaining battery capacity 75 full shown in the example Status symbol Shift 1 lt Was pressed or switching between alphanumeric S numeric X character set Operating the Instrument O TC R 702 703 705 1 1 0en Menu Tree MENU QUICK SETTINGS ALL SETTINGS DATA MANAGER CALIBRATION SYSTEM INFO lt EXIT gt Opening an menu item o Shortcut by pressing the corresponding data entry key or AY Menu selection Execute EXIT Leave the menu Back to Measure QUICK SETTINGS Contrast Tilt Corr U
50. the orientation to be determined by measurement to points with known co ordinates Orientation co ordinates can be either obtained from the internal memory or entered manually Using button lt 20 gt the orientation can be set to 0 000 quickly and easily The system offers the following possibilities Setany Hz value manually With lt Hz0 gt set Hz 0 000 Orientation to target points with known co ordinates Method 1 Set rientation Set any Hz orientation By entering the Hz angle the user can set any Hz orientation ORIENTATION Set new or confirm BsPt 101 BsBrg 0 00 00 lt gt lt 20 gt lt COORD gt lt SET gt v gt e TC R 702 703 705 1 1 0en oT Start Up Programs Moves cursor to input field BsBrg Enters new angle Deletes field or sets to 0 00 00 Set 20 Using button lt 20 gt the orientation can be set to 0 000 quickly and easily lt Hz0 gt SetHz orientation to 0 00 00 lt SET gt Confirms the orientation if no entry has been made or sets and records the new orientation if a new point ID has been entered or a new Hz angle has been set Optionally an alphanumeric point number and a description can be added to the orientation block Method 2 Measure Target Points For determining the orientation a maximum of 5 target points with known co ordinates can be used lt COORD gt Activates input edit mode for entry of a kn
51. used has at least one Easting and one Northing co ordinate TC R 702 703 705 1 1 0en ha Applications Setting Out via PE via PC When Setting out via PC is used data is sent from a computer field computer external data recording unit to the instrument In general this data is either coordinates or calculated data e g angles or distances Following transmission of the necessary data the corresponding screen is displayed i e either setting out with co ordinates or setting out with azimuth distance and height The subsequent procedure for setting out points is the same as in the Setting Out application on the instrument Procedure RS232 Command 1 Open the start dialog REMOTE SET OUT Ready to receive set out data lt gt setout CRLF c CRLF 2 Input the setting out values or the co ordinates to be set out Data Type RS232 Command Point ID Bearing Brg Horizontal distance Dist Easting co ordinate E Northing co ordinate N Height H 11 12345678 CRLF PUT 24 2 12345678 CRLF PUT 34 0 12345678 CRLF 81 0 12345678 CRLF 82 0 12345678 CRLF PUT 83 0 12345678_ CRLF _ space Setting Out via PC 2 TC R 702 703 705 1 1 0en Setting Out via PC continued Once the required data has been es Transmission of the transferred to the instrument the measured data to the display changes automatically
52. with same function as the key DIST Face Definition Defines the telescope face in relation to the position of the V drive V Left Telescope face if V drive is left hand located V Right Telescope face if V drive is right hand located GSI Format Select GSI output format GSI8 81 00 12345678 95116 81 0041234567890123456 GSI Mask Select GSI output mask Mask 1 PtID Hz V SD ppm mm hr hi Mask 2 PtID Hz V SD hr DSP Heater On Is automatically activated when the display illumination is on and the instrument temperature is lt 5 Reticle The reticle illumination is only switched on if the display illumination is on Low reticle illumination dimmed Medium average brightness High strong illumination Menu 388 8 TC R 702 703 705 1 1 0en Angle Settings ANGLE SETTINGS Tilt Corr Hz increm V setting Hz collim Angle res lt EXIT gt TC R 702 703 705 1 1 0en EE NN Menu 1 4 Right 4 gt Zenith 4 On 4 0 00 05 4 lt SET gt Tilt corr Off Tilt compensation switched off 1 Axis V angles relate to the plumb line 2 Axis V angles relate to plumb line and the Hz angles are corrected for the tilt of the standing axis If the instrument is used on an unstable base e g shaking platform ship etc the compensator should be switched off This avoids the compensator drifting out of its measuring range and interupti
53. 1 Method 1 Set Orientation 51 Method 2 Measure Target Points 52 Display of Computed Orientation 53 Displaying Residuals 53 Useful Information 2 53 amp 54 INTOGUCHON 54 TM 55 Seting 56 Setting Out Coordinates from Memory 56 Manual Input of Setting Out Values 56 Polar Setout sssssseeeeeeeeenneenen nnne 57 Orthogonal 57 Cartesian 57 2cjo EM 58 cii cte T EE 58 The DISTANC m S 59 1 Polygonal Methods B C 59 2 Radial Methods 61 Extended Display esee 62 sigo CMM ED EE 62 Area Computation 63 65 Measuring 111112 66 Computation 2 67 Station Setup 67 2 4 04 4 00 68 test 69 hesiduals nex ei ERE 70 Error Messages
54. 1 5VDC and 14VDC Number of measurements GEB111 Angle gt 4h Distance 1000 GEB121 Angle gt 8h Distance 2000 Temperature range Storage 40 C to 70 C 40 F to 158 F Operating 20 C to 50 C 4 F to 122 Automatic corrections Line of sight error Yes Vertical index error Yes Earth curvature Yes Refraction Yes Tilt correction Yes Recording e RS232 interface Yes Internal memory Yes Total capacity 288 KB 4500 data blocks and 7000 fixed points Technical Data 146 TC R 702 703 705 1 1 Technical Data continued Distance measurement IR infrared Range normal and rapid measurement infrared Carrier wavelength 0 780 um Measuring system special frequency system eas GPH3 uM basis 100 MHz 1 5 m EDM type coaxial Display least count 1mm 1 1800 m 2300 m 800m 150m 800 m 6000 ft 7500 ft 2600 ft 500 ft 2600 ft 3000 m 4500 m 1500 m 250 m 1200 m 10000 ft 14700 ft 5000 ft 800 ft 4000 ft 3500 m 5400 m 2000 m 250 2000 12000 ft 17700 ft 7000 ft 800 ft 7000 ft 1 Strong haze visibility 5km or strong sunlight severe heat shimmer 2 Light haze visibility about 20km or moderate sunlight t no haze visibility about 40km no heat shi IR Tape 5 mm 2 ppm 3 Overcast no haze visibility abou m no heat shimmer Distance measurement RL visible
55. 2 703 705 1 1 0en FNC Key Check Tie Shortcut to the function CHECK TIE CHECK TIE 85 1 9 1 35 Calculation and display of the slope 9 011 and horizontal distance height 9 059 difference azimuth and co ordinate 8 768 differences between the last two 2 077 measured points Valid distance 0 939 measurements required for the calculation e e The function can only be started in the Measuring and Surveying applications New measurements must be made after changing to a dif ferent application Important Messages Meaning Cd Check tie not possible The function can only be activated in the Measuring and Surveying applications Less than 2 valid The values cannot be calculated as there measurements exist less than 2 valid measurements 16700791 FNC Key TC R 702 703 705 1 1 0en Height Determination Of Remote Points Shortcut to the function REMOTE HEIGHT REM Remote point XC Height diff TC700215 Base point Points directly above the base prism can be determined without a prism at the target point Measure base point 1 Enter point number and prism height BASE POINT Pt1 100 1 600 m m lt EXIT gt lt MEAS gt Determine remote point 3 Aim at the remote point with the telescope REMOTE POINT Pt2 8 100 ree RB 101 dH 8 346 m H A 512 042 m HD 5 70 571 m
56. 7 Centring with Laser Plummet Coarse Level Up 28 Accurate Levelling Up with Electronic Level 29 Laser Intensity 29 Centring with Shifting Tribrach 30 Hints for 00 2 30 User 31 Entry of Numeric 31 Entry of Alphanumeric Values 32 Inserting Characters Numbers 32 Deleting Letters Numbers 33 Character 34 Point S amp arch 35 Wildcard Search sese 37 Measuring 38 Staton Se M 39 cq 41 EDM Change 41 42 Laser 42 Mes ree EE 42 Target e retta tete 43 eue dag cpm 44 Height Determination Of Remote Points 45 Delete Last 46 Contents TC B 702 703 705 1 1 Uen Contents continued Start Up Programs 47 JOD ta aE 48 Setting Stet 49 KNOWN Olli ooi eiae osea Soccer ere 49 Set Manually 49 Height Transfer iei 50 Oe a E ee xh rena de EXER Ranae ERROR aS 5
57. 91 Data Manager display 9 87 10 00001700 522 16 00000000 Format Select output format The following formats can DATA DOWNLOAD be selected for output E 1 GSI If the receiver is too slow in Job Project 04B 4 2 APA CAD E the 22 Data Measurements AP 3 User defined data could be lost With this type of data transfer the instrument is not informed about the performance of the receiver no protocol Form EASI 4 formats User defined formats must be first loaded using Leica lt EXIT gt lt SEND gt Survey Office Data Ex change Manager A e Selection of individual parameters SEND Data is sent via interface Menu 106 TC R 702 703 705 1 1 0en Statistics It is possible for the user to call up important information about the status of the internal memory Additionally the user can obtain information about the composition of the data in the individual jobs TC R 702 703 705 1 1 0en Menu Shortcut to the function MEMORY STATISTIC in the Data Manager display e MEMORY INFORMATION Job Project 04 4 Stations 18 Fixpoints 372 MeasRecs 2534 Free Jobs 1 lt EXIT gt lt EXIT gt Back to Data Manager Stations Number of stations used within the selected jobs Fixpoints Number of stored fixed points within the selected jobs Meas Recs Number of recorded data blocks measured points codes etc within the selected jo
58. Hz 0 00 10 020028 lt gt lt 5 gt 6 Indication of previous and recomputed line of sight error HZ COLLIMATION c 0 00 27 0 00 25 The new value can be either accepted with lt SET gt or rejected with lt EXIT gt Determining V Index For checking the horiontal aiming Hz and V are displayed 1 Level up instrument exactly using the electronic level 2 Aim at a point approximately 100m from the instrument that is less than 4 30 5 gon from the horizontal VERTICAL INDEX 1 123 43 07 272 11 31 Sight target lt EXIT gt lt MEAS gt 3 MEAS Trigger measurement 4 Change telescope position and aim on point again TC700217 By determining the vertical index error the electronic level is adjusted automatically 16700718 5 lt MEAS gt Trigger measurement again VERTICAL INDEX 2 Hz 303 43 17 Vie 87 48 19 dHz 0 00 10 dv 0 00 28 EXIT MEAS 6 Indication of previous and recomputed V index VERTICAL INDEX i 0 00 27 0 00 14 The new value can be either accepted with SET or rejected with EXIT Menu TC R 702 703 705 1 1 0en Possible Messages when Determining Instrument Errors V Angle not suitable for Aiming tolerance not met or telescope face Aim on the target point with an accuracy of calibration Check V not changed min 5 gon T
59. R 702 703 705 1 1 0en Deleting Letters Numbers When edit mode is active individual characters in an entry can be deleted using the key Example 1 2 gt 1 32 The cursor jumps to the next character If you press e repeatedly character after character is deleted until the input field is empty Pressing e again restores the entry as it was prior to editing Numeric values displayed in a fixed format with digits after the decimal point even if the digits are zero Digits after the decimal point are not deleted by but set to zero If the focus is on an input field but edit mode is not active deletes the entire entry If is pressed again the old value is restored TC R 702 703 705 1 1 0en ae ae Measuring Preparation Character Set Numeric Character Set Alphanumeric Character Set Numeric In data fields where searches are performed for point numbers or codes it is also possible to enter the character Sign In the alphanumeric character set and are treated as normal alphanumeric characters i e they have no mathematical function Special characters Place holder for WILDCARD point searches see section Wildcard Search Le appears only in the first position of an entry In edit mode the position of the decimal point cannot be changed The decimal point is skipped Measuring Preparation TC R 702 703
60. RESIDUALS PtID dHz dHD 1 3 ABC1 lt gt 0 00 23 0 045 m dH 0 075 m EXIT PREV lt PREV gt Returns to the result screen EXIT Quits the application FREE STATION without setting the new station data to the system Use the 2 gt cursor keys to change between the display of residuals for the various measured points Applications 0 TC R 702 703 705 1 1 0en Error Messages important messages Meaning Selected point has no valid data This message occurs if the selected target point has no easting or northing coordinate Max 5 points supported If already 5 points are measured and a further point is selected The system supports maximum 5 points Bad data no position computed The measurements may not allow to compute final station coordinates Easting Northing Bad data no height computed Either the target height are invalid or insufficient measurements are available to compute a final station height Insufficient space in job The present selected job is full and does not allow further storage This error could occur either with measurements or when the system stores result data such as station results standard deviations or residuals Hz 1 ll gt 0 9 deg measure point This error occurs if a point was measured in one face and the measurement in Tm the other face differs by more than 180 0 9 for the horizontal angle circle 0 9 deg measure point This error
61. SER Key lt gt gt TRIGGER Key ALL 4 SETTINGS 1 SYSTEM SETTING 2 ANGLE SETTING 3 UNIT SETTING 4 EDM SETTING 5 COMMUNICATION 6 DATE TIME DATA MANAGER 1 VIEW EDIT DATA 2 INITIALIZE MEMORY 3 DATA DOWNLOAD 4 MEMORY STATISTIC CALIBRATION 1 HZ COLLIMATION 2 V INDEX SYSTEM INFO Free Jobs 3 Tilt Corr Off USER Key REC TRIGGER Key DIST Battery 50 Instr Temp 21 C DSP Heater Off Calibration Values Hz Coll 0 015g V Index 0 0080 lt SW gt Depending on the user interface the sequence and arrangement of menu items may be different TC R 702 703 705 1 1 0en Operating the Instrument Measuring Preparation Unpacking Remove TC R 702 703 705 from transport case and check for completeness 16700731 9 10 Data cable Lemo0 RS232 optional Zenith eyepiece or eyepiece for steep angles optional Counterweight for eyepiece for steep angles optional Removable tribrach GDF111 GDF121 optional Battery charger and accessories optional Allen key 2x Adjusting pins 2x Battery GEB111 optional Sun filter optional Battery GEB121 optional Mains adapter for battery charger optional Mini prism rod optional Total station Mini prism holder optional Mini target plate only for TCR instruments Protective cover Lens hood Tip for mini prism optio
62. U Messages and Warnings 108 Min DFISETI I RES 20 Mini prism GMP 111 94 Mini prism GMP101 102 sss 94 Mir pism l Odi uia iie tona 20 Navigation 14 16 Number of measurements 146 Numeric Character Set 34 Numeric 4 31 sys LE 9 eon cy m 9 Opening an menu 19 Operating the 4 4 14 Optical Sight iiit rb avast 9 1 39 51 Orthogonal Setout esses 57 76 80 Parity Get 98 Plug connections esses 98 Plumb line Compensator 11 lel Bs Iro T 35 urge 57 Polygonal 2 60 POSITIONING 30 Power 146 92 96 Prism constant 94 Prisir ES 94 Pro battery 121 2 21 Protective COVED 20 Index TC R 702 703 705 1 1 0en Index continued 0
63. allocated to the codes in the Codelist Manager the code is selected in accordance 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 00 gt hundredth and last code in the code list A two digit code must always be entered on the instrument s numeric keypad even if only a one digit code was assigned in the Codelist Manager For example 4 gt enter 04 To activate the function the quick code display must be opened PtID hr s Code Hz 89 23 45 V 50 17 11 Sdist 32 789 m lt EXIT gt Procedure 1 Press lt QCODE gt button in the Measuring or Surveying application 2 Enter a two digit number on the numeric keypad code is selected the measurement triggered and the measured data and code saved The name of the selected code is displayed after the measurement It is not possible to make any entries in the quick code dialog The quick code function only be activated in the Measuring and Surveying applications if there is a code list in the memory Coding TC R 702 703 705 1 1 0en Menu Quick Settings Opens the menu functions Quick Settings are settings frequently used integrated into a Gur ED common display All of these settings can also be changed in the MENU configuration 1 QUICK SETTINGS 2 ALL SETTINGS 3 DATA MANAGER contro
64. ambient temperature E Cables and plugs Keep plugs clean and dry Blow away any dirt lodged in the plugs of the connecting cables Care and Storage TC R 702 703 705 1 1 0en Checking and Adjusting Tripod Circular Level Circular Level on the Tribrach 700743 p TC700244 TC700245 The connections between metal and timber components must always be firm and tight Tighten the Allen screws 2 moderately Tighten the articulated joints on the tripod head 1 just enough to keep the tripod legs open when you lift it off the ground Level up the instrument in advance with the electronic level The bubble must be centered If it extends beyond the circle use the Allen key supplied to center it by turning the adjustment screws After adjustment no screw must be loose 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 tothe left the bubble approaches the screw tothe right the bubble goes away from the screw After adjustment no screw must be loose TC R 702 703 705 1 1 0en Care and Storage 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
65. ance hr 1 Reflector height Target Point n PtlD n Point ID E n Easting N n Northing H n Height Measurement n PtID n Hz n V n SD n hr n Results PtID 1 Brg NoPts HzCor St Dev Face Point ID Horizontal angle Vertical angle Measured slope distance Reflector height Point ID of the first target point Calculated azimuth between the station co ordinates and the first target point based on the telescope face in which orientation was performed Number of target points used Hz circle correction Standard deviation of the Hz circle correction Telescope face in which orientation was performed Residuals dHz dHD Residual for the horizon tal angle Residual for the horizon tal distance Height residual TC R 702 703 705 1 1 0en a aaa Saving Data Applications Measuring Application Measurement Point ID Hz Horizontal angle V Vertical angle SD Measured slope distance hr Reflector height Survey Application Measurement Point ID Hz Horizontal angle V Vertical angle SD Measured slope distance hr Reflector height Setting Out Application Target Point Point ID E Easting N Northing H Height Measurement Point ID Hz Horizontal angle V Vertical angle SD Measured slope distance hr Reflector height Results dE Easting setting out differen
66. approval of Leica Geosystems Aiming directly into the sun nadequate safeguards at the surveying site e g when measuring on roads etc Safety Directions TC R 702 703 705 1 1 0en Adverse Uses continued Controlling machines or controlling moving objects or similar with the integrated EDM visible laser Deliberate dazzling of third parties WARNING Adverse use can lead to injury malfunction and material damage It is the task of the person responsible for the instrument to inform the user about hazards and how to counteract them The electronic total stations are not to be used until the user has been properly instructed how to use them TC R 702 703 705 1 1 0en 125 Safety Directions Limits of Use Refer to section Technical Data Environment Suitable for use in an atmosphere appropriate for permanent human habitation not suitable for use in ag gressive or explosive environments Use in rain is permissible for limited periods Temperature limits 700760 Responsibilities Area of responsibility for the manufacturer of the original equipment Leica Geosystems AG CH 9435 Heerbrugg hereinafter referred to as Leica Geosystems Leica Geosystems is responsible for supplying the product including the User Manual and original accessories in a completely safe condition Responsibilities of the manufacturers of non Leica Geo systems accessories
67. ations can displace the red measuring beam relative to the line of sight 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 imprecise distance measurements 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 Il 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 spot on the target plate Generally speaking the red spot cannot be seen through the telescope so look at the target plate from just above the telescope or from just to the side of it If the spot illuminates the cross the achievable adjustment 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 TC700Z88 TC R 702 703 705 1 1 0en Care and Storage Reflectorless EDM continued 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
68. attery adapter GAD39 for 6 sin gle cells optional Battery GEB121 optional Display Keypad Circular level On Off key Trigger key Horizontal drive Introduction 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 total station KA Tilting axis Horizontal rotation axis of the telescope Trunion axis V Vertical angle zenith angle VK Vertical circle With graduated scale for reading the V angle Hz Horizontal angle HK Horizontal circle With graduated scale for reading the Hz angle TC700Z24 Introduction 10 TC B 702 703 705 1 1 Uen Technical Terms and Abbreviations continued 16700737 716700716 16700713 716700738 9 TC700Z39 716700740 Standing axis nclination Angle between plumb line and standing axis Line of sight error Hz collimation The line of sight error is the deviation from the perpendicular between the tilting axis and the line of sight This can 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 Plumb line Compensator Direction of gravity The
69. bs Free Jobs Number of free or not defined jobs Messages and Warnings Messages Data SAVED Data has been recorded in the internal memory Display disappears after 1 seconds Back to last active display Data DELETED Data has been deleted in the internal memory Display disappears after 1 seconds Back to last active 221 display JOB DELETED The content of a complete job has been deleted permanently gt Display disappears after lt 1 seconds Back to last active display Warnings No data found in memory No relevant data blocks could be found in the memory gt Search for other data or enter relevant data in the Data Manager Confirm with lt OK gt Back to last active display Error messages All memory blocks occupied Available memory full Delete a job or data area in the internal memory Confirm message with lt OK gt Job already exists in database Jobor job name already exists in memory Change job name Make sure that the job name is not already available Confirm message with OK Invalid Job Name Job name is empty or contains a Change job name Confirm message with lt OK gt Menu 108 TC R 702 703 705 1 1 0en Determining Instrument Errors The calibration contains the determination of the following instrument errors Hz collimation V index simultaneously electronic level GID Opens the menu func
70. c conditions of the air through which distance measurements are taken ATMOSPHERIC DATA Pressure Temperature Atmos ppm Indiv ppm lt EXIT gt lt PPM 0 gt lt PREV gt lt SET gt Ht a MSL Om Refr Coeff 0 13 Rel humid 60 Atmos ppm 0 In order to take into consideration these influences distance measurements are corrected using atmospheric correction parameters ppm The atmosperic distance corrections are derived from the air temperature from the air pressure or the height at mean sea level and the relative air humidity or the humidity temperature Pressure Air pressure at instrument location Ht a MSL Height above sea level at instrument location Temperature Air temperature at instrument location Rel Humid Relative humidity of air in normally 60 Refr Coeff Input of refraction coefficient for the atmospheric conditions Atmos ppm Calculated and indicated atmospheric ppm Menu 9 TC R 702 703 705 1 1 0en EDM Settings continued Refraction correction SIGNAL button The refraction correction is taken into EDM SIGNAL account in the calculation of the height differences and the horizontal EDM Type IR d Bas Standard lt PPM 0 gt Set all values such that the lt EXIT gt lt PREV gt total PPM is equal to 0 see also PPM Tables section Atmospheric Corrections EDM Type Indication of current EDM selection infrared or reflectorless
71. can radiate frequency energy and if not installed and used in accordance with the instructions may cause harmful interference to radio communications 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 determined 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 Reorient or relocate the receiving antenna Increase the separation between the equipment and receiver Connect the equipment into an outlet on a circuit diffe rent from that to which the receiver is connected Consult the dealer or an experienced radio TV technician for help TC R 702 703 705 1 1 0en Safety Directions WARNING Changes or modifications not expressly approved by Leica Geosystems for compliance could void the user s authority to operate the equipment Product 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 Type TC Art No Power 12V 6V 1A max TC700Z54 Leica Geosystems AG CH 9435 Heerbrugg C Manufactured 1998
72. case and be properly secured For shipping the instrument by rail aircraft or ship use the Leica Geosy stems original packaging transport case or shipping cardboard or another suitable packaging securing the instrument against blows and vibrations When storing the equipment particularly in summer and inside a vehicle take the temperature limits into account When storing the intrument inside a building also use the transport case if possible in a safe place TC R 702 703 705 1 1 0en Care and Storage Cleaning TC700Z66 700267 TC700Z50 30min If the instrument becomes wet leave it unpacked Wipe down clean and dry the instrument at not more than 40 C 108 F transport case foam inserts and accessories Pack up the equipment only when it is perfectly dry When using the instrument in the field always close the transport case Objective eyepiece prisms Blow dust off lenses and prisms Never touch the glass with fingers Use only a clean soft and lint free cloth for cleaning If necessary moisten the cloth with pure alcohol Use no other liquids these may attack polymer components Fogging of prisms Reflector prisms that are cooler than the ambient temperature tend to fog It is not enough simply to wipe them Keep them for some time inside your jacket or in the vehicle to allow them to adjust to the
73. ce between target and measured point Northing setting out difference between target and measured point dH Height setting out difference between target and measured point Saving Data TC R 702 703 705 1 1 0en Tie Distance Application Measurement 1 PtID 1 Point ID Hz 1 Horizontal angle V 1 Vertical angle SD 1 Measured slope distance hr 1 Reflector height Measurement n PtlD n Point ID Hz n Horizontal angle V n Vertical angle SD n Measured slope distance hr n Reflector height Results n 1 n SD Slope distance HD Horizontal distance dH Height difference Brg Azimuth Area Application Measurement 1 PtID 1 Point ID Hz 1 Horizontal angle V 1 Vertical angle 0 1 slope distance hr 1 Reflector height Measurement n PtlD n Point ID Hz n Horizontal angle V n Vertical angle SD n Measured slope distance hr n Reflector height Results NoPts Number of points Area Area Perim Perimeter of area Free Station Application Target Point 1 PtID 1 Point ID E 1 Easting N 1 Northing H 1 _ Height Measurement 1 PtID 1 Point ID Hz 1 Horizontal angle V 1 Vertical angle 0 1 slope distance hr 1 Reflector height Target Point n PtlD n Point ID E n Easting N n Northing H n Height TC R 702 703 705 1 1 0en
74. ce enter the computation process All measurements are treated with the same accuracy whether these are measured in single or dual face The final plan position E is computed from a least squares adjustment including standard deviations and residuals for Hz angle and horizontal distances The height of the station H including the standard deviation and residual is calculated from the averaged heights based on the original measurements The Hz circle orientation is computed with the original averaged face and face II measurements and the final computed plan position Station Setup Set the occupied station name and instrument Procedure 1 Enter the station name Stn 2 Enter the instrument height hi FREE STATION Station Setup Stn PEG1 hi 1 567 m lt EXIT gt lt OK gt OK Proceeds to the measurement screen EXIT Back to start up program overview 8 702 703 705 1 1 0 67 Applications Measurements Procedure Free Station methods 2 point resection gt always use the or the Button lt 5 gt 3 point resection with angles only gt Always use the REC command under the FNC menu or the 9 key if REC is assigned to it Mix of distances and angles gt Use either or the Button MEAS for distances and angles or REC command for angles only 1 Enter the target point number PtID If the desir
75. correct and efficient manner TC R 702 703 705 1 1 0en Contents Overview TC B 702 703 705 1 1 Uen ESSERE Contents Overview Introduction Operating the Instrument Measuring Preparation FNC Key Start Up Programs Applications Setting Out via PC Coding Menu Saving Data Safety Directions Care and Storage Technical Data Corrections and Formulae Accessories Index A N Contents Introduction s 8 Special 8 Important Components 9 Technical Terms and Abbreviations 10 Area of Applicability 12 PC Software Package Leica SurveyOffice 13 Operating the Instrument 14 T M 14 Trigger Key 17 BUONE Em 17 Symbols 52 eevee sede 18 MUNI 19 Measuring Preparation 20 Unpacking E te An Pee dett s 20 21 Battery Charger cet bas 22 Battery Charger 11 22 Battery Charger GKL122 24 Inserting Replacing 2 2 25 Powering the Total Station from an External Power 26 Setting Up the 2
76. ction 6 CHECK TIE selection confirmed with 4 In this EDM Settings 7 REMOTE HEIGHT REM User Manual only the shortcut method of starting the functions is given 8 DEL LAST REC DLR lt EXIT gt TC R 702 703 705 1 1 0en rz ES FNC Key REC Storing Shortcut to the function REC Actual measured data is stored by REC to the internal memory or via Em the serial interface By activating REC the following actions are carried out Recording a measurement block Incrementing of current point number Laser Pointer Shortcut to the function LASERPOINTER Switches on or off the visible laser beam for illuminating the target point The new setting is displayed for approx one second and then set Tracking Shortcut to the function TRACKING Switches on or off the tracking measurement mode The new setting is displayed for approx one second and then set The function can only be activated from within the same EDM type and prism type The following options are available EDM Tracking measurement RL Short lt gt RL Track IR Fine lt gt Track IR Fast lt gt IR Track The last active measurement mode remains set when the instrument is switched off FNC Key TC R 702 703 705 1 1 0en Target Offset Shortcut to the function OFFSET If itis not possible to set up the reflector directly or it is not possible to aim the targe
77. d severe conditions If instrument becomes wet it may cause you to receive an electric shock Precautions Use charger only in dry rooms and protect instrument from humidity Do not use instruments in a wet environment Safety Directions 126 TC R 702 703 705 1 1 0en Hazards of Use continued WARNING If you open the charger either of the following actions may cause you to receive an electric shock Touching live components Using the charger after incorrect attempts to carry out repairs Precautions Do not open the charger Only a Lei ca Geosystems approved service technician is entitled to repair it DANGER Because of the risk of electrocution it is very dangerous to use reflector 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 WARNING By surveying during a thunderstorm you are at risk from lightening Precautions Do not carry out field surveys during thunderstorms CAUTION Be careful not to point the instrument directly towards the sun because the telescope functions as a magnifying lens and can injure your eyes or damage the distance measuring device and the Guide Light EGL Precautions Do not poi
78. dcard criterion is automatically performed on starting setting out i e the last point measured entered is displayed first fixed points before measurements Points can be easily selected by scrolling through with Sg Additionally the type of the point found fixed point or measured point is displayed Setting Qut Coordinates from Memory Input a point number If the desired point number could not be found the system opens the manual co ordinate entry automatically see example 2D SET OUT v 1 P100 lt gt Fixpoint PtID Dist dHz dHD lt EXIT gt 10 200 m 30 25 14 4 782 m lt B amp D gt lt B amp D gt Switches the instrument to Manual input of setting out values Changes to 3D set out Manual Input of Setting Out Values 1 Enter direction Brg horizontal distance Dist and height H of setout point BEAR amp DIST ENTRY PtNr ABC1 Azi 123 12 36 Dist 123 569 m H 12 456 m lt SET gt 2 lt SET gt The entered data is set Calling the setting out dialog 3 Trigger measurement with 4 The setout offsets are displayed in the same way as with the polar setout lt PREV gt Changes to 20 30 setting out ref to section Setting out co ordinates from memory Applications 56 TC R 702 703 705 1 1 0en Polar Setout Normal indication of polar setout offsets dHz dHD dH Orthogonal Setout The position offset between measu
79. display STATION Stn 23 Within this dialog the name the height and the station co ordinates of the instrument can be set manually EO 1475687 345 m NO 1693405 602 m HO 1243 932 m lt gt lt 0 gt lt gt lt 5 gt 1 Move cursor to the required line Close entry with aj 2 SET The entries are registered and the measuring display is activated again lt ENH 0 gt The station co ordinates are set to 0 0 0 lt EXIT gt Back to measuring display without saving Measuring Preparation TC R 702 703 705 1 1 0en 00 EDM Change With FNC amp different Application of individual functions are Shortcut to the function functions are available described in this section IR lt gt RL FUNCTIONS 1 Functions can also be started directly Change between the two EDM types from the different applications IR Infrared and RL Reflectorless New setting is displayed for about Each function from the FNC 52 did 3 LASERPOINTER menu can be assigned to the 4 TRACKING gt key see section Menu IR Infrared Distance Settings measurements with prisms SEXI RL Visible laser Distance Each function be started measurements without prisms FUNCTIONS 2 either using the shortcut with up to 80m with prisms from the corresponding data entry key or 1 km 5 OFFSET selected with A G and the Find more information in se
80. e 20 2mm laser spot 0 8 mm 1 5m Diameter of laser spot 2 5 1 5m Compensator 2 axis oil compensator Setting range Setting accuracy 4 0 07 gon TC R 702 0 5 0 2 mgon TC R 703 1 0 3 mgon TC R 705 1 5 0 5 mgon Keyboard Tilt angle 70 Base area 110x75 mm No of buttons 24 plus ON and trigger key on side cover Display Backlit Heatable Temp lt 5 C LCD 144x64 Pixel 8lines with 24 characters each TC R 702 703 705 1 1 0en Technical Data Technical Data continued Type of tribrach Tribrach removable GDF111 GDF121 Thread diam 5 8 DIN 18720 BS 84 Dimensions Instrument Height including tribrach and carrying handle with tribrach GDF111 360 mm 5 mm with tribrach GDF121 358 mm 5 mm Width 150 mm Length 145 mm Case 468x254x355mm LxBxH Weight including battery GEB111 and tribrach with tribrach GDF111 5 33 kg with tribrach GDF121 5 52 kg Tilting axis height e without tribrach with tribrach GDF111 240 mm 5 mm with tribrach GDF121 238 mm 5 mm 196 mm Power supply Battery GEB111 NiMh 096 Cadmium Voltage 6V 1800 mAh Battery GEB121 NiMh 096 Cadmium Voltage 6V 3600 mAh Battery adapter GAD39 6 x LRe AA AMS 1 5V only alkaline batteries External supply via serial interface If an external cable is used then the voltage range must lie between 1
81. e Application Reference line Measurement 1 PtID Point ID Hz Horizontal angle V Vertical angle HD Measured slope distance hr Reflector height Target Point 1 Point ID E Easting N Northing H Height Measurement 2 Point ID Hz Horizontal angle V Vertical angle HD Measured slope distance hr Reflector height Target Point 2 Point ID E Easting N Northing H Height Transformation Parameters Line Longitudinal offset Offs Parallel offset Hoff Height offset Rot Rotation TC R 702 703 705 1 1 0en DE Saving Data Reference Line Measurement PointID Hz Horizontal angle V Vertical angle HD Slope distance hr Reflector height Results dLine Longitudinal offset with respect to reference point Offs Transverse offset with respect to reference point dHt Height offset with respect to reference point Orthogonal setting out Orthogonal setting out elements Point ID Line Longitudinal value Offs Transverse value Ht Height value Measurement Point ID Hz Horizontal angle V Vertical angle HD Slope distance hr Reflector height Results Line Longitudinal difference required actual dOffs Transverse difference required actual dHt Height difference required actual EN o Functions Determination of the Height of Remote Points Measurement 1
82. e recalled Entry of Alphanumeric Values Alphanumeric fields can contain both numeric and alphanumeric entries Examples of alphanumeric fields are Code Attribute Alphanumeric entries can be made in two ways as for numeric values Make a new entry or edit an existing entry for a description see numeric values To make it possible to enter alphanumeric characters letters special characters the Gi key must be used to switch to the a data entry mode The J icon appears in the display In data entry mode each key is used to enter 3 letters and one digit For example the key is used to enter the letters S T and U Press once to enter 5 twice for T three times for U and four times for 1 If the required letter is missed simply keep pressing the key S appears again after 1 then T and so see section Character set Inserting Characters Numbers When edit mode is active it is possible to insert single characters in existing entries using Gir 22 If a character is missed during data entry e g 15 instead of 125 then the missing character can be inserted later 1 Position the cursor on the 1 digit using the 4 keys 2 Gir inserts character 0 numeric fields a space in alphanumeric fields to the right of the 1 digit 185 3 key inserts the required digit 125 4 Confirm entry change with Measuring Preparation 32 TC
83. ed point is not found within the internal memory the system automatically opens the manual coordinate entry 2 Enter the reflector height hr FREE STATION 1 I II PtID ABC1 hr 2 300 m Hz 236 56 14 V 91 12 23 SD 123 569 m EXIT CALC MEAS MEAS Button initiates measurements a If the target is a prism the angles Hz and V and distance are automatically measured and recorded REC lt CALC gt lt EXIT gt 1 1 1 1 Il b If the target is nota prism or the reflectorless EDM cannot measure a distance only Hz and V angles are measured and recorded Measures and records the Hz and V angles and the distance Measures and records Hz and V angles Computes and displays the instrument position if at least 2 points in single face with at least one distance are measured Back to the start up pro gram overview Status indication shows that first point was measured in telescope face Shows that first point was measured in telescope face and Il Applications 68 O TC R 702 703 705 1 1 0en Results This dialog shows the finalcomputed lt SET gt Sets the displayed co If the instrument height was station co ordinates and instrument ordinates and instrument set to 0 000 in the setup height height as a new station screen then the station height refers RESID Displays the residuals to height of trunnion axis 1st page display of station co lt PREV
84. ere recorded in Surveying or in Measuring FNC Key TC R 702 703 705 1 1 0en Start Up Programs Programs Start up programs are a set of functions for successful stations setup and data management The user can select start up programs individually E Shortcut to a start up program by pressing the corresponding data entry key or AX Select or skip a start up program The selection is marked by the black bar EXIT Quits the start up programs and returns to the program menu or selection of a new application Opens the program menu execute an application with 4 SETTING OUT Execute the marked start up program 1 SetJob AlmmoetStation 3 SetOrientation 4 Start EXIT Find further information about individual start up programs on the subsequent pages indicates that a job is set and that in the job set the last station orientation in the memory correspond to the actual station orientation TC R 702 703 705 1 1 0en a Start Up Programs Error messages SET A JOB FIRST NO JOB IN SYSTEM No valid job set gt Carry out SET JOB and select a valid job or generate a new one SET A STATION FIRST NO STATION IN SYSTEM No valid station defined in the job Carry out SET STATION and define a valid station Note that a job was already set SET ORIENTATION FIRST NO ORIENTATION IN SYSTEM Noorientation set in the job
85. f the tripod plate Check all screws and bolts for correct fit Heavy inclinations of the tripod plate During transport always use the must be corrected with the tribrach cover supplied footscrews Scratches and other damages can 1 Loosen the clamping screws on result in poor fit and measuring the tripod legs pull out to the inaccuracies required length and tighten the Use the tripod only for surveying screws tasks 2 In order to guarantee a firm foothold sufficiently press the tripod legs into the ground When pressing the legs into the ground note that the force must be applied along the legs 16700719 TC R 702 703 705 1 1 0en Measuring Preparation Centring with Laser Plummet Coarse Level Up TC700Z09 TC700Z07 716700708 1 Place the instrument onto the 4 Position tripod legs so that the 7 Move the tripod legs to centre the tripod head Tighten central fixing laser beam is aimed to the ground circular level The instrument is screw of tripod slightly point now roughly levelled up 2 Turn footscrews of tribrach into its 5 Firmly press in tripod legs centre position 6 Turn the footscrews of the tribrach Switch on laser plummet with to centre the laser beam exactly The electronic level appears in the over the ground point display Measuring Preparation TC R 702 703 705 1 1 0en Accurate Levelling Up with Electronic Level 1 Switch on electro
86. gt Returns to the measuring ordinates and instrument height screen for more points to measure lt EXIT gt Quits the application FREE 7 FREE STATION RESULT STATION without setting Stn PEG1 the new station data to the 14757687 345 system 16934025 602 1243 932 hi 1 576 lt EXIT gt lt PREV gt lt RESID gt lt SET gt of occupied station E Computed station Easting N Computed station Northing H Computed station Height hi Instrument height 8 702 703 705 1 1 0 Applications Results continued Displays standard deviations 2nd page FREE STATION RESULT A Pts s Dev E Dev S s Dev H s DevAng lt EXIT gt lt PREV gt lt RESID gt lt SET gt Pts s DevE s DevN s DevH s DevAng 2 0 012 m 0 120 m 0 035 m 0 00 23 Number of measured points Standard deviation Station Easting Standard deviation Station Northing Standard deviation Station Height Standard deviation circle orientation lt SET gt Sets the displayed co ordinates and instrument height as a new station lt RESID gt Displays the residuals lt PREV gt Returns to the measuring screen for more points to measure Quits the application FREE STATION without setting the new station data to the system lt EXIT gt Residuals This dialog shows the computed residuals The residuals always show computed value given data minus measured value
87. h year OK amp Selects an input field Adjustable Date Adjustable Time gt 2 Activates edit mode The time date is immediately set for the complete system after input TC R 702 703 705 1 1 0en Menu Data Manager The Data Manager contains all functions for entering editing and checking data in the field Open the menu functions e Shortcut to the function DATA MANAGER DATA MANAGER 1 VIEW EDIT DATA 2 INITIALIZE MEMORY 3 DATA DOWNLOAD 4 MEMORY STATISTIC EXIT VIEW EDIT DATA Edit create view and delete jobs measurements fixed points and codelists INITIALIZE MEMORY Delete complete memory individual jobs or complete data areas e g fixed points measurements DATA DOWNLOAD Selected data sets are transfered to the interface without protocol and test procedures MEMORY STATISTIC Statistical information about job and memory allocation VIEW EDIT DATA Shortcut to the function VIEW EDIT DATA in the Data Manager display VIEW EDIT DATA 1 JOB 2 FIXPOINT 3 MEASUREMENT 4 CODELIST EXIT EXIT Back to Data Manager Direct selection of the data type AY Select data type using arrow keys Opens Data Manager Menu 100 TC R 702 703 705 1 1 0en VIEW EDIT DATA continued Job Jobs are a summary of data of different types e g fixed points measurements codes results
88. he measured values When starting an application the dialog with the Start up programs is called automatically see E section Start Up Programs With these onboard applications the functionality of the TC R 702 703 705 instruments is improved considerably As aresult the functionality is exten ded and the daily surveying fieldwork is made easier By using internally recorded values the user is mainly protected from entering incorrect data Points with given coordinates as well as measured points can be used within the programs The following programs are available in the internal memory Surveying Setting Out Tie Distance Area Free Station Reference Line Opens the program menus PROGRAM SURVEYING SETTING OUT TIE DISTANCE AREA PLAN FREE STATION REFERENCE LINE EXIT gt 9 Start the required application directly by pressing the corresponding data entry key Or Selects the desired application A e Opens the application and activates the Start up programs Applications 5 O TC R 702 703 705 1 1 0en Surveying With the program Surveying the measuring of an unlimited number of points is supported The program can be compared to simple measuring Only the guided stationing or orientation see section Start Up Programs and the additional display for target co ordinates are different TC700248 er Measured data can eit
89. he target point must be angle or face approximately in the horizontal plane Confirmation of the message required Calibration result out of Computed values out of tolerance Previous Repeat measurements tolerance Previous values retained Confirmation of the message required values retained Hz Angle out of limit Hz angle in second face deviates more than Aim on the target point with an accuracy of 5 gon from the target point min 5 gon Confirmation of the message required Measurement Error Try Measurement error appeared e g instable Repeat the process again set up or period between measuring in Confirmation of the message required telescope face and II too long TC R 702 703 705 1 1 0en n Menu System Information Useful information which can be called via menu These are only indications of actual setting and cannot be changed here All changes to settings must be carried out in menu SETTINGS T em Opens the menu functions Shortcut to the function SYSTEM INFO amp Xy Scrolls the display SW Software versions overview Free Jobs Number of free jobs is displayed If no jobs are in the memory under Measure and Record the system creates a Default job automatically All data is stored into this Default job which can be freely renamed Tilt Corr Display of current compensator setting Off 1 Axis Compensator switched off Compensator activated in longitudi
90. her be recorded in the internal memory or output via serial interface RS232 see Configuration Interface Parameter Procedure 1 Input of point number 2 Input of code if required see also CODING 3 Enter new reflector height or change the existing height 4 Trigger and record measurements with gt GS or amp if REC is assigned lt QCODES Start the Quick Code function Zz Find further information about coding or about quick code in section CODING With Ay y you can switch quickly and easily between different displays Measuring display 1 SURVEYING 1 PtID 12 hr 1 600 m Code Hz 123 12 34 V i 79 56 45 HD 412 883 m EXIT lt QCODE gt Measuring display 2 Hz 123 12 34 0 406 542 m dH 72 081 m lt QCODE gt Measuring display 3 E N H lt 1739 420 m 932 711 m 456 123 m lt QCODE gt 8 702 703 705 1 1 0 Applications Setting Out The application computes setting out elements for the polar cartesian or orthogonal setting out of points using either co ordinates or manually entered angle horizontal distance and height Setting out differences can be displayed continuously In the Setting out program three different displays are available showing setting out values corresponding to the relevant method ain Switches the display and v method A point search with the wil
91. ht in order to avoid thermal warming on one side only Line Of Sight Error Hz Collimation V Index Vertical Index Error TC700Z16 TC700Z13 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 the Hzangle equals the line of sight error The vertical circle should 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 Menu 110 TC R 702 703 705 1 1 0en Determining The Line Of Sight Error c For checking the horiontal aiming Hz and V are displayed 1 Level up instrument exactly using the electronic level 2 Aim at a point approximately 100m from the instrument that is less than 4 30 5 gon from the horizontal HZ COLLIMATION 1 123 43 07 272 11 31 Sight target lt EXIT gt lt MEAS gt 3 lt MEAS gt Trigger measurement 4 Change telescope face and aim on point again TC700217 TC700218 TC R 702 703 705 1 1 0en Menu 5 lt MEAS gt Trigger measurement again HZ COLLIMATION 2 Hz 303 43 17 87 48 19 d
92. is incomplete e g setting out Dist 200 m distance missing We EXIT Leaves point search without gt Check setout parameter and dme pos selecting a point Back to enter setting out lt FINDPT gt Re enter the search criteria Procedure 1 Enter C1 in the PtID field 4 OK Selects the required point 2 starts the point search and and returns to setting out finds all points that meet the search criterion e g C10 C11 C12 3 Using 2 you can page quickly through the points found Applications TC R 702 703 705 1 1 0en Tie Distance 1 Polygonal Methods A B B C The application Tie Distance The user can choose between two computes slope distance horizontal different methods distance height difference and azimuth of two target points measured online selected from the Memory or entered using the Keypad 1 Polygonal A 9 TC700Z85 2 Radial A B Distances and directions between two successive points are determined and can be saved in the internal memory e g 3 to 4 Senn 1 Enter desired point number and reflector height for the first target point TIE DISTANCE PT 1 v T101 1 300 102 501 m TC R 702 703 705 1 1 0en Applications 1 Polygonal Methods A B B C continued 2 Aim on target point and measure Results lt gt An additional missing line 68 Gp REC lt 5 gt
93. lashing yellow LED TC R 702 703 705 1 1 0en Safety Directions Laser Plummet The integrated laser plummet Labelling produces a visible laser beam which emerges from the base of the inst t Type TC Art No instrument Power 12V BV max danh 1 amp t AG emitted Fower C W The product is a Class 2 laser pun 435 Heerbrugg Emitted Wavelength 620 690nm product in accordance with Manufactured 1998 Standard applied EN60825 1 1994 07 IEC 825 1 1993 Radiation safety Made in Switzerland 5 00 ES of laser products complies with 21CFR 1040 EN 60825 1 1994 Radiation 200 Safety of laser products 2 ihis device must ctu any interference received including inter ference that may cause undesired operation CAUTION The product is a Class II laser ee product in accordance with FDA 21CFR 1 1040 1988 US Department of Health and Human Service Code of Federal Regulations 3 STARE INTO BEAM 620 690nm 0 95mW max CLASS II LASER PRODUCT Class 2 11 laser products Do not stare into the beam or direct it unnecessarily at other persons Eye protection is normally afforded by aversion responses including the blink reflex AVOID EXPOSURE Laser radiation is emitted from this aperture TC700Z55 Safety Directions TC R 702 703 705 1 1 0en
94. lled via the navigation keys The current active parameter is indicated by the black bar Calling up menu functions 4 CALIBRATION 5 SYSTEM INFO lt EXIT gt Shortcut to the function lt EXIT gt Leaves the menu Back to QUICK SETTINGS Measure QUICK SETTINGS Each menu command can either be started directly using the appropriate data entry key Q or selected using A Cy and the selection confirmed using Only the shortcut method is referred to in this User Manual Contrast Tilt Corr USER Key TRIGGER Key EXIT SET TC R 702 703 705 1 1 0en 85 The parameter or selection fields are 5054 ILU IR lt gt RL 4 ALL lt gt Contrast Set the display contrast in 1096 steps Tilt Correction Switch the compensator on or off USER key Allocate function from FNC menu Trigger key Configuration of trigger key located at the side of the instrument This can be assigned with ALL DIST or deactivated The display contents particularly lines contained in this description can vary in local versions of the software The function of the display is however identical Settings This menu enables extensive user specific settings in order to adapt the instrument to their own requirements amp QR Opens the menu functions Shortcut to the function ALL SETTINGS SETTINGS SYSTEM SETTING ANGLE SETTING UNIT SETTING
95. load e 13 Remote 526 0 cione oerte entree seite eene 45 Soft 115 Removable tribrach GDF111 GDF121 20 oftware versions Special charactets oiu use il tse dita 34 6 niat co eec esi trap REL 53 70 Standard Accessory Set 152 Resolution cn been ines 91 T Standard prism GRP111 94 Responsibilities eeee 125 Standard prism 121 202400420 00 94 11 88 Standing axis essen 10 RE PHISH 93 d E Standing axis inclination 11 nanan 93 Start Up Programs see 47 116 Ere DP 93 Niue 39 P A 123 Station Block 39 OUI RTI 78 107 Stalistics soe ed edere en aha 107 Index continued DLE M MM OO JF 92 Storage ERR EE 139 Unpacking eene 20 filter cL 20 User Entries siete pesto peines iie 31 zd e 55 USER 85 Symbols 14 18 USER Key tee ees ees 88 114 System 114 System Setlilngs 2 1 teet 86 Vsetlinigi iouue decenni tasto 90
96. lt EXIT gt lt RESI gt lt OK gt lt OK gt Sets computed Hz orientation If more than one target point is measured then the orientation is computed using the least squares method TC R 702 703 705 1 1 0en Displaying Residuals RESI Displays residuals RESIDUALS BsPt dHz dHD dH lt EXIT gt lt PREV gt 1 3 ABC1 4 0 00 23 0 045 m 0 075 m lt OK gt 16700780 Height residuals dHD Correction on the horizontal distance dHz Correction on Hz angle Useful Information f the orientation is only measured in telescope face II the Hz orientation is based on telesope face Il If measured only in telescope face or mixed the Hz orientation is based on telescope face 1 The prism height may not be changed during measurements in the first and second telescope face e Ifa target point is measured several times in the same telescope face the last valid measurement is used for the computation Start Up Programs Applications Introduction Depending local software versions the contents of the displays lines described in this section can differ However the function of the relevant display remains the same Before starting application make sure the instrument is perfectly levelled up and the station data is correctly set ES Button functions Triggers a distance measurement Measures and records t
97. measurement Coding 82 TC R 702 703 705 1 1 0en Coding continued Warnings Messages ATTRIB CANNOT BE CHANGED gt Attribute with fixed status cannot be changed NO CODELIST AVAILABLE gt No codelist in memory Manual input for code and attributes are called automatically ENTRY REQUIRED lt OK gt gt Code missing Extend input One or more attributes must be entered or confirmed TC R 702 703 705 1 1 0en Coding Individually lt gt entered code blocks will not be copied to the codelist Leica SurveyOffice Codelists can be easily created and uploaded to the instrument using the supplied Leica SurveyOffice Software Possible buttons EXIT Quits code function Re turns to previous application or function MAN Activates the manual code entry MORE Displays more code attributes Accepts the code entry or selection and sets the code block in the system temporarily SET 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 Leica SurveyOffice Codelist Manager The quick code function is started by typing this number on the numeric keypad If no numbers are
98. n from measurements to a minimum of two known points and a maximum of five known points It supports measurements to points using either distances and Hz and V angles typical 2 point resection or angles only typical 3 point resection or a combination of angles and distances to different points 16700790 The following measurements sequences to target points are possible 1 Hz and V angles only 2 Distance and Hz and V angle 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 including the instruments Hz circle orientation Standard deviations and residuals for accuracy assessments are provided additionally The station coordinates and orientation can be finally set active to the system Measurements and results position standard deviations and residuals are always recorded to the internal memory provided the internal memory is set as the Data Storage media All displays shown are examples Local software versions may differ from the basic version TC R 702 703 705 1 1 0en Applications Measuring Facilities The points can be measured in telescope face I or Il or a mixture 1 Il the sequence is of no significance E g first point in telescope face Il last point in telescope face I Il second point in face 1 etc
99. n as the instrument temperature falls below 5 C and the illumination is switched off When the temperature increases again the heating is automatically switched off TC R 702 703 705 1 1 0en 15 O Menu Saving Data Start Up Programs The following categories of data are stored in the internal memory Measured data Fixed points Jobs The measured data are subdivided into different objects measurements target points stations results residuals correction parameters codes Depending on the application one or more of these objects are saved the contents attributes of the objects are described in the following The time and date are also saved at the same time with each object as well as the name of the application in which the objects were saved Comment on the Measurement object E N H HD and dH are calculated from the measurements applies to all applications Job Job Oper Rem1 Rem2 Date Time Job name Observer name Comment 1 Comment 2 Date Time Station Stn Station number EO Station co ordinate Easting NO Station co ordinate Northing HO Station height hi Instrument height Saving Data 16 TC R 702 703 705 1 1 0en Orientation Target Point 1 PtID 1 Point ID E 1 Easting N 1 Nothing H 1 Height Measurement 1 PtID 1 PointID Hz 1 Horizontal angle V 1 Vertical angle SD 1 Measured slope dist
100. nal Measuring Preparation TC R 702 703 705 1 1 0en Batteries e Only use batteries battery chargers and accessories recommended by Leica Geosystems 700293 GEB121 GEB111 Individual cells in the battery adapter GAD39 Your Leica Geosystems instrument is Six individual cells produce a voltage operated with rechargable plug in of 9 Volts The battery indicator in the batteries The Pro battery GEB121 display is designed for a voltage of 6 or the Basic battery GEB111 is Volts internal battery GEB111 recommended for TPS700 Perfor GEB121 and a voltage of 12 Volts mance Series instruments As an external battery For this reason the option six individual cells can be charge state of individual cells is not used with the appropriate battery indicated correctly The battery adapter GAD39 adapter with individual cells should therefore be used as a backup The advantage of individual cells is the low self discharge rate even over longer periods of time TC R 702 703 705 1 1 0en Measuring Preparation Battery Charger The battery chargers GKL111 or GKL122 are used to charge the batteries Please refer to the corresponding battery charger user manual for more information In order to fully extend battery capacity it is absolutely necessary to carry out 3 to 5 complete charging discharging cycles with the new GEB111 GEB121 batteries E Battery Charger GKL111
101. nal axis along the direction to the target Compensator activated in longitudinal and transverse axis 2 Axis USER Key Current assignment of the The following functions from the FNC menu are available IR lt gt RL Switches between IR and RL REC Records a measurement block LASERPNT Switches on or off the visible laser point TRACKING Switches on or off the tracking measurement mode OFFSET Definition of length cross and or height offset for target points CHECKTIE Displays the tie elements REM Indirect height determination DLR Deletes the last data block recorded in the internal memory Menu TC R 702 703 705 1 1 0en System Information continued TRIGGER Key Hz Coll On Off Software versions Off function deactivated The correction of measured Hz The software of the instrument is ALL ALL function activated angles with the Hz collimation canbe composed of different software DIST DIST function activated switched On Off packages Depending on this packages different versions are possible Battery Calibration Values Op System Operating System Remaining battery power e g 40 X Indication of last determined and Appl SW Applications functions stored calibration values and menu Hz collimation V index Layout User displays Instr Temp Measured instrument temperature DSP Heater On Off Activates the display heating With setting ON the heating is switched on as soo
102. name 7 The type 52 Er Attr8 Attribute name 8 Hiemar er IS set In te menu see MENU SYSTEM INFO GSI Coding Code Name of code Desc Comment Info1 Information 1 Info2 Information 2 Info3 Information 3 Info4 Information 4 Infob Information 5 Info6 Information 6 Info7 Information 7 Info8 Information 8 TC R 702 703 705 1 1 0en 0123 Saving Data Safety Directions Directions Intended Use of Instrument The following directions should Permitted Uses Adverse Uses enable the person responsible for the TC R 702 703 705 and the person The electronic total stations are Use of the total station without who actually uses the instrument to intended to the following applications previous instruction anticipate and avoid operational Use outside of the intended limits hazards e Measuring horizontal and vertical Disabling safety systems and rem angles oval of hazard notices The person responsible for the Measuring distances Opening the instrument using tools instrument must ensure that all users screwdriver etc unless this is understand these directions and Recording measurements specifically permitted for certain adheres to them Computing by means of functions application software Modification or conversion of the Visualising the standing axis with instrument laser plummet Use after misappropriation Use with accessories from other manufacturers without the prior express
103. ng the measuring process by indicating an error The compensator setting remains active even after the instrument is switched off Hz Incrementation Hz angle incrementation Right Left Set Hz to Right angle measurement clockwise Set Hz to Left angle measurement counterclockwise Left angle measurements are only shown in the display They are recorded as Right angle measurements to the internal memory Angle Settings continued V setting 0 orientation of the vertical circle can be selected to the zenith the horizontal plane or in Zenith Horizontal plane Slope 0 2 20 16700728 48 x ya 180 16700729 90 16700787 V angle increases from 0 360 0 400 gon V angles above the horizontal plane are indicated as positive values and below the horizontal plane as negati ve values 100 correspond to an angle of 45 50 gon 800 mil The value increases rapidly appears on the display above 300 Menu TC R 702 703 705 1 1 0en Angle Settings continued Hz collimation On Hz collimation is switched ON Off Hz collimation is switched OFF If option Hz collimation ON is active each measured Hz angle is corrected relative to the V angle For normal operation the Hz collimation remains switched on Find more information about the Hz collimation in section
104. nic level with Ge In the case of insuffient levelling up an inclined level symbol appears 2 Centre the electronic level by turning the footscrews loa 522252 TC700Z10 If the electronic level is centered the instrument is levelled up 3 Check centring with the laser plummet and re centre if necessary 4 Switch off the electronic level and the laser plummet with amp 4 Laser Intensity Changing the laser intensity External influences and the surface conditions may require the adjustment of the intensity of the laser The intensity of the laser plummet can be adjusted in 25 steps as required v 50 Max 5 The indicated laser intensity is set and the function terminated with the OK button Min Laser plummet and electronic level are activated together with 9 TC R 702 703 705 1 1 0en 29 Measuring Preparation Centring with Shifting Tribrach Hints for Positioning TC700235 Positioning over pipes or depressions TC700223 If the instrument is equipped with a 1 Loosen screw In some circumstances the laser shifting tribrach it can be aligned to 2 Shift instrument spot is not visible e g over pipes In the ground point by slight shifting 3 Fix instrument by turning screw this case the laser spot can be made visible by placing a sheet of transpa
105. nt the telescope directly at EE the sun TC R 702 703 705 1 1 0en Safety Directions Hazards of Use continued WARNING During target recognition or stakeout procedures there is a danger of accidents occurring if the user does not pay attention to the en vironmental conditions e g obstacles excavations or traffic Precautions The person responsible for the instrument must make all users fully aware of the existing dangers A 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 surveying site is adequately secured Adhere to the local regulations governing accident prevention and road traffic WARNING CAUTION If a target lamp accessory is used with the instrument the lamp s surface temperature may be extreme after a long working period It may cause pain if touched Replacing the halogen bulb before the lamp has been allowed to cool down may cause burning to the skin or fingers Precautions Use appropriate heat protection such as gloves or woollen cloth before touching the lamp or allow the lamp to cool down first 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 inst
106. oint Set Manually If an entered point number cannot be found in the internal memory then the manual input is activated automatically Each co ordinate computation relates to the currently set station Therefore at least station point plan co ordinates EO NO are required The station height can be entered optionally The co ordinates can be entered either manually or read from the internal memory SET STATION v Stn 200 hi 1 600 m 1000 000 1 Enter Point ID NO 1000 000 m HO 1000 000 2 Enter co ordinates and height 3 lt OK gt Sets and records station co ordinates Return to SET 1 Enter a point number from the STATION memory 2 lt SET gt Sets and records station co ordinates Return to start up program overview TC700Z86 3 Wildcard search enables the global search for points in the complete memory all jobs Cy Extends the display H0 TRANS Starts the HEIGHT TRANSFER function TC R 702 703 705 1 1 0en Start Up Programs Height Transfer The height transfer function defines the height of the position of the instrument from measurements to a target point of known height E N H TC700Z92 Hdist HEIGHT TRANSFER PtID 22 4 Measurement hr 1 670 m HD dH lt EXIT gt lt RES gt m m MEAS Xy Expands the display MAN Opens manual height entry Procedure
107. ory AutoOFF Enable The instrument is switched off after 20 minutes without any action no key pressed V and Hz angle deviation x 3 600 Function is deactivated and the instrument is permanently operating The battery will not last for as long Economy mode Instrument is recovered by any key stroke Disable Sleep Contrast 1096 Setting the display contrast in 1096 steps adapting the readability depending on the light conditions The readability of LCDs is influenced by external conditions temperature lighting and by the reading angle see figure The display contrast can be adapted step by step until the optimum readability is achieved 716700730 TC R 702 703 705 1 1 0en Menu System Settings continued USER Key Allocation of a function from FNC menu to the User key D IR lt gt RL Changes the EDM type between IR and RL REC Records a measurement block LASERPNT Switches the visible laser point on or off TRACKING Switches the tracking measurement mode on or off Definition of length cross and or height offset for target points CHECKTIE Displays the tie elements REM Indirect height determination DLR Deletes the last data block recorded in the internal memory TRIGGER Key Configuration of the trigger key on the side cover Off Trigger key deactivated ALL Trigger key with same function as the key Trigger key
108. ove Sea Level Temperature Rel humid Refraction Coefficient Stations PtID E H hi Date Time Results No pts StDev Hz Date Time Area Tie Distance setout differences etc Measurements Pt Hz V SD Hd dH hr E N H Date Time Codes Code Rem Attr 1 8 You will find detailed information on the storage of data in the section Saving Data VIEW EDIT DATA continued Codelist To each code a description and a lt gt Enter new codelist Deleting code maximum of 8 attributes with up to 16 characters can be assigned Input of a new code and a descriptive 4 e Select relevant code text DEL Deletes code block VIEW CODELIST w INPUT CODELIST Extended display for Find Nr em ABD Code 01 4 Code Nr01 22 and checking Desc Border line Desc Border line attributes Infol 123 ses E Code can be searched directly either with the code or wildcard EXIT DEL NEW lt gt lt gt lt gt lt 5 gt Searching for code lt ATTR gt Input of attributes alphanumeric The codelist can be toggled A e pr SAVE Records inputs back to through in both directions code search using the arrow keys lt PREV gt Back to code search without saving Menu TC R 702 703 705 1 1 0en Delete Memory Individual jobs or complete data lt DEL gt Starts deleting process NO Back to
109. own orientation point 3 Target point 2 Target pA 1 Target point 16700214 Orientation co ordinates be either obtained from the internal memory or entered manually If an orientation point number cannot be found in the internal memory then the instrument automatically activates the manual entry of the co ordinates 9 Dialog for orientation to several target points ORIENTATION 1 II BsPt 201 hr 1 300 m 236 56 14 dHz 2 2S dHD 0 569 m BsBrg lt MEAS gt lt SET gt lt gt An angle and a distance measurement is triggered If no distance can be measured only an angle measurement is made 1 1 1 Il dHz dHD Status indication shows that first point was measured in telescope face l First point measured in telescope face and Il After the 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 Difference between horizontal distance to target point computed from co ordinates and the measured distance Start Up Programs 52 TC R 702 703 705 1 1 0en Display of Computed Orientation SET Displays orientation results if several target points are measured ORIENTATION RESULT NoPts 2 Stn 200 HzCor 123 00 23 StDev 0 00 08
110. phanumeric input possible 2 Enter a wildcard place holder e g MAN Starts manual code input via cursor keys T or exact code designation and Using the arrow keys you confirm with Code function is E can 22 through he dun Attributes 5 to 8 can be displayed activated found with entered search With MORE or criteria TC R 702 703 705 1 1 en 81 Coding Coding continued Extending editing code 1 Call available code from code list 2 Attributes can be overwritten freely ATTRIBUTE ENTRY Code TRB Info1 PYLON Info2 Infos H 1 1 Info4 D 0 5 lt EXIT gt lt PREV gt _ lt MORE gt lt SET gt e Call edit mode and edit attribute Exceptions With the codelist editor of SurveyOffice a status can be assigned to the attributes Attributes with fixed status see SurveyOffice are write protected They cannot be overwritten or edited Forattributes with status Mandatory an input of a confirmation is required Attributes with status Normal can be edited freely Recording code block After quitting the code function with lt SET gt the code block in the system is temporarily set Recording only with measurement or REC fix keys and always with reference to the actual point number Leica SurveyOffice With the help of the TPS Setup External Tools the instrument can be configured so that the codes are recorded either before or after the
111. point The previously reflector height for the first target measured point number is point displayed lt NewCP gt Measure new centre RADIAL POINT point Program starts Pti again at point 1 CENTRE POINT v Pti hr HD lt NextRP gt Measure new radial point centre point Pt 1 is retained 4 Aim on target point and measure GP REC lt 5 gt 8 702 703 705 1 1 0 Applications Extended Display On the measurement of the target points and when displaying results additional angle and distance information can be displayed TIE DIST PT 1 v T101 1 300 m 102 501 m 2 Changes between displays shown above and below TIE DIST PT 1 A T101 1 300 m 222 45 42 87 30 55 102 501 m lt EXIT gt lt MEAS gt Applications DNE O2 ON TC R 702 703 705 1 1 0en Error Error message Distance measured Distance measurement has not been carried out or not saved Make the measurement again Area Computation The application areas plane computes online areas from an unlimited number of points connected by straight lines Polygonal length from starting point to the actual measured point 16700734 From three measured points the area is computed and displayed on line By activating lt RESULT gt the number of points used the computed area and the closed polygonal length e g line 1 2 3 4 1 are displayed
112. rcast gt 5000 m 16000 ft gt 9000 m 30000 ft 6 Day night and twilight EDM measuring 1 Strong haze visibility 5km or strong sunlight severe heat fod Accuracy Time per measurement shimmer prog 2 Light haze visibility about 20km or moderate sunlight 3 0 sec slight heat shimmer Son UT ses pam 41 0 sec 10m 30m 3 Overcast no haze visibility about 40km no heat shimmer 1 0 sec Tracking 5 2 sec 10m gt 30m Technical Data 148 702 703 705 1 1 Kodak Grey Card used with exposure meter for reflected light 4 Object in strong sunlight severe heat shimmer Corrections and Formulae and Formulae 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 prevailing at the time of the measurement The atmospheric correction includes adjustments for air pressure air temperature and relative humidity If for highest precision distance measurements the atmospheric correction should be determined with an accuracy of 1 ppm the following parameters must be redetermined Air temperature to 1 air pressure to 3 millibars relative humidity to 20 The air humidity influences the distance measurement if the climate is extremely hot and damp For high precision measurements the relative humidity must be measured and entered along with the air pressu
113. re and the temperature TC B 702 703 705 1 1 Uen 149 Corrections and Formulae Atmospheric Correction continued Atmospheric correction in ppm with C mb H metres Atmospheric correction in ppm with F inch Hg H at 60 relative humidity feet at 60 relative humidity 6 7 18 19 20 22 23 24 25 26 27 28 29 30 32inchHg 130 F T 71 amer 550mb 600 950 1000 1050 mb aor 50 C 47 M 7 soit 120 F 9 9 n d 110 F D e 110 F s r 100 F 40 C 40 C 100 F 90 F or 30 C 30 C 80 F 70 F 20 4 20 C 60 F 60 F 50 F 50 F 10 C 10 C 40 F 40 F 30 F 30 F ae 20 F 20 F 10 F 10 F oc 4 Ne 10 0 OF Sg E S 10 F 10 20 C 14 20 c 550mb 600 1000 1050 mb 20 F 20 F _ 16 17 18 9 A 22 23 24 25 26 27 28 29 3 5000 4500 4000 3500 3000 2500 2000 1500 1000 500 om EVER t ce 22292 E e e ge 2 8 2 e 1 Corrections and Formulae 150 TC R 702 703 705 1 1 Reduction Formulae Reflector Instrument Mean sea level
114. red point and setout point is indicated in a longitudinal and trans versal element Cartesian Setout Setting out is based on a coordinate system and the offset is divided into a north and east element point to be setout Actual Actual point to be point to be setout 716700742 setout i dE id ved 5 E E P 5 gt dHz Angle offset positive if dL Longitudinal offset positive dE Easting offset between point to be setout is to the if nominal point further setout and actual point right of the actual direction away dN Northing offset between dHD Longitudinal offset positive dT Transversal offset setout and actual point if point to be setout is further away dH Height offset positive if point to be setout is higher than measured point perpendicular to line of sight positive if nominal point is to the right of measured point TC R 702 703 705 1 1 0en Applications Example Errors No or invalid Ptld or coords The point number entered is not By entering a wildcard a group of points can be found easily and set FIND POINT 3 6 Job Proj A4 out one after the other available PtID 57 gt gt Re enter point number co j ordinates 2D SET OUT v 633 711 m PtID 61 141 581 m Invalid entries of data P1004 E m dido Manually entered setting out data Fixpoint SS ee
115. ring program 147 148 EDM Settings dade tecti re Etpe e thet 93 EDM SIGNAL 97 Electromagnetic Compatibility EMC 26 Electromagnetic Compatibility EMO 135 Electronic 29 98 Enter fixed points 00 0 1 102 Enter new 104 Extended Accessory 152 Extending editing 14 4 82 External Power Supply sse 26 External Tools riii eniin tnnt 13 Index 154 TC R 702 703 705 1 1 0en Index continued F Face Definition riri cited c tee 88 Fixed 14 15 Fixed keys 2 14 Fixed point search 442124 102 Fixed POINTS ses ceci ecu cte t Fe 102 Fixed Points Coordinates 123 errr rere 35 37 E C 107 KY 41 FNC MNU Me EE 41 Focus ne 14 FOOL 9 F rma T 106 Free JODS T 107 114 TENETUR TOL 65 Functions 122 GSlcoding
116. ruments Safety Directions 128 TC R 702 703 705 1 1 0en Hazards of Use continued CAUTION During the transport or disposal of charged batteries it is possible for inappropriate mechanical influences to constitute a fire hazard Precautions Before transporting or disposing of equipment discharge the battery e g by running the instrument in WARNING If the equipment is improperly disposed of the following can happen If polymer parts are burnt poisonous gases are produced which may impair health If batteries are damaged or are heated strongly they can explode and cause poisoning burning Precautions Dispose of the equipment appropriately in accordance with the regulations in force in your country Always prevent access to the equipment by unauthorized personnel corrosion or environmental contamination By disposing of the equipment irresponsibly you may enable unauthorized persons to use it in contravention of the regulations exposing themselves and third parties to the risk of severe injury and rendering the environment liable to contamination Leakage of silicone oil from the compensator can damage the optical and electronic subassemblies tracking mode until the batteries are exhausted TC R 702 703 705 1 1 0en 129 Safety Directions Hazards of Use continued CAUTION A If the accessories used with the instrument are not properly secured and the equipment is s
117. s 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 700253 Integrated EDM continued Beam divergence 0 15 x 0 35 mrad Pulse duration 800 ps 0 95 mW power per pulse 5 uncertainty Maximum radiant power Exit for laser beam visible TC700Z11 Guide Light EGL The integrated Guide Light produces a visible LED beam from the upper front side of the telescope The product is a Class 1 LED product in accordance with EC 825 1 1993 Radiation safety of laser products EN 60825 1 1994 Radiation safety of laser products Within the specified working range of gt 5 m gt 16 ft Class 1 LED 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 instructions CAUTION Use the Guide Light only within the specified working range of 5 m 16 ft from the telescope Pulse duration 2x105ms 1x105 ms power power per pulse Measurement 5 5 uncertainty 2 1 16300222 1 Exit for flashing red LED 2 Exit for f
118. s used as the reference height for the calculation of height differences dHt TC7002102 1st reference point Height Reference 1 height Height diff 1st base point te If tracking mode is activated see EDM Settings section correction values for the position of the reflector are displayed continuously 8 702 703 705 1 1 0 75 Applications Orthogonal Setout Relative to the reference line you can enter longitudinal transverse and height offsets for the target points to be set out The program then calculates the differences between the measured point and the calculated point The program displays either the orthogonal dL dT dH or the polar differences dHz dHD DH By making these differences as small as possible you can position the prism on the point to be set out Using 2 AS Xy you can switch between polar and orthogonal setting out differences If tracking mode is activated see EDM Settings section correction values for the position of the reflector are displayed continuously Example orthogonal methods 70027100 setting out measured point point 1st reference point Offset input Input Line amp Offset PtId 103 hr 1 550 m Offs Line Ht 1 500 m 3 750 m 10 500 m EXIT SHIFTS lt CALC gt Display in measure mode Measure Line amp Offset v PtId 103 hr 1 550 m dH
119. stallation program for the Leica SurveyOffice can be found on the CD ROM supplied Please note that the Leica SurveyOffice can only be installed under the operating systems MS Windows 95 Windows 98 and Windows NT4 0 To install start the program setup exe in the directory YX SOffice Language Disk1 on the CD ROM and follow the installation program prompts When using TPS700 instruments select the option Standard or User defined and also select TPS700 Tools Program content After successful installation the following programs appear Data Exchange Manager For data exchange of coordinates measurements codelists and output formats between instrument and PC Codelist Manager For creating and processing of codelists Software Upload For loading deleting system software application programs and EDM software as well as system application texts Before the Software Upload g always insert a charged battery into the instrument Coordinate Editor Import Export creation and processing of co ordinate files Settings General settings for all SurveyOffice applications e g interface parameter External Tools Access to Format Manager user defined output formats and TPS Setup user defined basic settings Additional software packages can be called directly from here Exit Quits the SurveyOffice Register Register type of instrument and additional objects e g formats or programs
120. t COORDs If the required point is not in memory or there are no valid co ordinates in the memory the program prompts for manual entry of the co ordinates Analogous procedure for the second base point Define Baseline Pt 1 PtID nie 8 Hz V HD EXIT EXIT lt COORD gt lt FINDPT gt lt OK gt lt NewL gt Triggers a distance measurement Triggers a distance measurement and register the measured data 101 1 600 m 236 56 14 91 12 23 15 457 m lt COORD gt Return to the start up programs Input co ordinates or search for fixed points and measurements Activates selective point search see Point Search section Confirms the entry and continues the program Renewed input of the first base point TC R 702 703 705 1 1 0en Ee aa Applications Reference Line The base line can be offset longitudinally and in parallel as well as rotated This new line is called the reference line All measured data refers to the reference line Reference point Offs 1st base point TC700Z99 Input of the parameters Using the navigation keys the focus can be moved to the offset and rotation parameters for the reference line Define Ref Line Shifts 101 I wo 8 102 Offs 1 000 m 5 450 m 20 00 00 0 000 Line Rot Hoff lt EXIT gt lt NewL gt lt L amp 0 gt lt RefL gt The following entries are possible Offs Parallel offset
121. t Search continued Point search is always started with Point number Time of recording the last recorded point The last entered measured points are o displayed first fixed points before Fixed points measured points eo Scroll through the list of points found N amp gt 14 52 10 Found gt P13 measurement time 14 59 01 gt P13 measurement time 15 46 12 P13 measurement time 16 18 38 P13 fixed point time 14 52 10 to start of list TC700Z89 te At the end of the measured points the search returns to the beginning of the fixed points Measuring Preparation TC R 702 703 705 1 1 0en Wildcard Search The Wildcard search is indicated Examples The asterisk is a place holder for any following sequence of characters Wildcards are always used if the A point number is not fully known or if a batch of points is to be searched for A FINDPOINT 1 Job PROJ 4 PtID Starts point search 1 TC R 702 703 705 1 1 0en BEEN Measuring Preparation all points of any length are found all points with exactly the point number A are found all points of any length starting with A are found e g A9 A15 ABCD all points of any length with a 1 atthe second place are found e g A1 B12 A1C all points of any length with an A at the first place and a 1 atthe third place are found e g AB1 AA100 AS15
122. t point directly the offset values length cross and or height offset can be entered The values for the angle and distances are calculated directly for the target point 55 Measurement Offset PT Offs Cross Elev Offset point is higher than measurement TC700296 3D OFFSET 23 1 500 m 2 200 m 3 660 m 1 780 m Permanent 4 gt SET L Offset T Offset H Offset Mode EXIT Procedure 1 Enter the point ID and the reflector height 2 Enter the offset values length cross and or height as per the sketch 3 Define the period for which the offset is to apply 4 SET calculates the corrected values and jumps to the application from which the offset function was started The corrected angle and distances are displayed as soon as a valid distance measurement has been triggered or exists EXIT Leaves the function and returns to the application from which the function was started amp Xy Changes to 2D target offset without entry of the height offset The period of applicability can be set as follows Reset after The offset values are REC reset to 0 after the point is saved Permanent offset values applied to all further measurements zen The function can only be started in the applications Measuring and Surveying The offset values are always reset to 0 when the application is quit TC R 70
123. the battery holder prior to inserting the battery 700204 TC700Z06 2 Remove battery and replace 4 Insert battery holder into instrument TC R 702 703 705 1 1 0en Measuring Preparation Powering the Total Station from an External Power Supply To comply with electromagnetic compatibility EMC requirements when supplying the TC R 702 703 705 instruments from an external power supply it is necessary to fit a so called ferrite core to the cable used to connect the instrument to the external power supply The cables supplied by Leica Geosystems are fitted with a ferrite core as standard If you intend to use older cables that are not fitted with a ferrite core the cables must be fitted with a ferrite core prior to use You can order ferrite cores from your Leica Geosystems representative spare part number for the ferrite core 703707 The Lemo connector with the ferrite core must always be at the instrument end of the lead kon To fit the core open it and clip it onto the cable close to the Lemo connector before the cable is used with a TC R 702 703 705 instrument approx 2 cm from the Lemo connector Measuring Preparation TC R 702 703 705 1 1 0en Setting Up the Tripod 700258 TC700Z32 700233 700257 When setting up the tripod Careful handling of tripod pay attention to a horizontal position o
124. the information about electromagnetic compatibility provided by the manufacturer CAUTION Disturbances caused by electromagnetic radiation can result in the tolerance limits for measurements being exceeded Although the total stations meet the strict regulations and standards which are in force in this connection Leica Geosystems cannot completely exclude the possibility that the total station may be disturbed by very intense electromagnetic radiation e g near radio transmitters walkie talkies diesel generators power cables Check the plausibility of results obtained under these conditions WARNING If the total station is operated with connecting cables attached at only one of their two ends e g external supply cables interface cables the permitted level of electromagnetic radiation may be exceeded and the correct functioning of other instruments may be impaired Precautions While the total station is in use connecting cables e g instrument to external battery instrument to computer must be connected at both ends Safety Directions 136 TC R 702 703 705 1 1 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 residential installation This equipment generates uses and
125. 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 5 m 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 spot Inspecting the laser plummet should be carried out on a bright smooth and horizonal surface e g a sheet of paper Laser spot 02 5 1 5 0 8 1 5 16700720 If the centre of the laser spot makes a clearly circular movement or if the centre of the point is moving away more than 1mm from the first marked point an adjustment is possibly necessary Call your nearest Leica service department Depending on brightness and surface the size of the laser spot 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 of the centre of the laser spot should not exceed 0 8 mm at a distance of 1 5 m Care and Storage TC R 702 703 705 1 1 0en 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 temperature fluctu
126. tions Shortcut to the function CALIBRATION For determining the Hz collimation or the V index it is necessary to measure in both telescope faces The procedure can be started in any telescope face The user is guided clearly through the procedure As a result a wrong determination of instrument error is eliminated CALIBRATION 1 Hz COLLIMATION 2 V INDEX lt EXIT gt lt VIEW gt VIEW Overview of the values saved CALIBRATION DATA Hz Coll V Index 0 00 27 0 00 12 lt EXIT gt TC R 702 703 705 1 1 0en Menu lt PREV gt Buttons VIEW Display of actual calibration values MEAS Measurements are triggered exclusively by pressing this button But tons or not active during calibration EXIT Back to calibration menu without saving lt PREV gt Back to last active display The instruments are adjusted in the factory prior to shipping Instrument errors can change with time and temperature These errors should be determined before the instrument is used for the first time before precision surveys after long periods of transport before and after long periods of work and if the temperature changes by more than 10 C 18 F Se 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 sunlig
127. truments and OSW coding TPS300 TPS700 instruments For further information regarding Coding please refer to section EN Data Manager OSW coding Unlike the GSI coding OSW coding enables the division into attribute names and values Code Codename Desc Additional remark Attrib User defined attribute name defined when creating the codelist Value Attribute value be entered or edited when calling the code GSI coding GSI codelists created with TCTools or in T100 instruments can be used Code Codename Desc Additional remark Info1 freely editable i information Info8 lines Coding TC R 702 703 705 1 1 0en Coding continued Searching code blocks Manual code input How can find an already entered All codes corresponding to the Individual code blocks can be code again entered search criteria are found entered directly via keypad Starting from SURVEYING the code function can be easily called MAN Starts manual code input and opens an empty code block SURVEYING 1 CODE Find Select ATTRIBUTE ENTRY A101 Find Ure Code 1 700 m Code 1 4 Infol 2 Desc Survey peg Info2 153 41 23 Infos 82 12 17 Info4 HD M lt gt lt QCODE gt EXIT MAN lt ATTR gt lt SET gt lt EXIT gt lt PREV gt _ lt MORE gt lt REC gt 1 Move cursor to field Code ATTR Displays the remaining AY Navigation and numeric attributes al
128. ts The product is a Class I laser product in accordance with e FDA 21CFR 1040 1988 US Department of Health and Human Service Code of Federal Regulations Class 1 l 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 instructions WARNING It can be dangerous to look into the beam with optical equipment e g binoculars telescopes Precautions Do not look directly into the beam with optical equipment Beam divergence 1 8 mrad Pulse duration 800 ps Maximum radiant power 0 33 mW Maximum radiant power 442 mW per pulse Measurement 5 uncertainty ab Infrared laser beam exit invisible TC700Z11 Power 12V BV max Manufactured 1998 1040 as applicable following two conditions 1 This device TC Art No Leica Geosystems AG CH 9435 Heerbrugg Made in Switzerland S No This laser product complies with 21CFR This device complies with part 15 of the FCC Rules Operation is subject to the may not cause harm ful interference and M ET 700254 TC R 702 703 705 1 1 0en Safety Directions Integrated EDM Visible Laser As an alternative to the infrared beam the EDM incorporated into the total station produces a visible red laser beam
129. ubjected to mechanical shock e g blows falling etc the equipment may be damaged safety devices may be ineffective or people may sustain injury Precautions When setting up the instrument make sure that the accessories e g tripod tribrach etc are correctly adapted fitted secured and locked in position Avoid subjecting the equipment to mechanical shock Never position the instrument on the tripod baseplate without securely tightening the central fixing screw If the screw is loosened always remove the instrument immediately from the tripod CAUTION Watch out for erroneous measurements if the instrument is defective or if it has been dropped or has been misused or modified Precautions Periodically carry out test measurements and perform the field adjustments indicated in the User Manual particularly after the instrument has been subjected to ab normal use and before and after important measurements Laser Classification CAUTION Allow only authorized Leica Geosystems service workshops to service the instrument Safety Directions 130 TC R 702 703 705 1 1 0en Integrated EDM Infrared Laser The EDM module built into the total stations produces an invisible infra red laser beam which emerges from the telescope objective The product is a Class 1 laser product in accordance with IEC 825 1 1993 Radiation safety of laser products EN 60825 1 1994 Radiation safety of laser produc
130. which emerges from the telescope objective The product is a Class 2 laser product in accordance with e IEC 825 1 1993 Radiation safety of laser products EN 60825 1 1994 Radiation safety of laser products The product is a Class laser product in accordance with FDA 21CFR Ch 1 1040 1988 US Department of Health and Human Service Code of Federal Regulations Class 2 11 laser products Do not stare into the beam or direct it unnecessarily at other persons Eye protection is normally afforded by aversion responses including the blink reflex Safety Directions 132 O TC R 702 703 705 1 1 0en WARNING It can be dangerous to look into the beam with optical equipment e g binoculars telescopes Precautions Do not look directly into the beam with optical equipment Labelling Max emitted Power Emitted Wavelength Standard applied 0 95mW 620 690nm 60825 1 1994 07 1 825 1 1993 11 AVOID EXPOSURE Laser radiation is emitted from this aperture CAUTION LASER RADIATION DO STARE INTO BEAM 620 690nm 0 95mW max CLASS II LASER PRODUCT y 52 TC Art No Power 12V 6V max Leica Geosystems AG CH 9435 Heerbrugg C Manufactured 1998 Made in Switzerland S No This laser product complies with 21CFR 1040 as applicable Thi
131. z 0 15 20 dHD 1 220 m dH 0 350 m EXIT SHIFTS L amp 0 dOffs 3 750 m dLine 10 500 m dHt 0 350 m lt EXIT gt Return to the start up programs lt SHIFTS gt Redefine reference line lt CALC gt Set out points lt L amp O gt Input new setting out elements Triggers a distance measurement Triggers a distance measurement and register the measured data D e Applications TC R 702 703 705 1 1 0en Orthogonal Setout continued The signs for the distance and angle differences are exactly the same as for the Setout application These are correction values required minus actual dHz Turn telescope clockwise to the setting out point dHD The setting out point is further away than the point measured dHt The setting out point is higher than the measured point Notes Warnings messages Important messages Meaning Save via RS232 Base line too short Distance not measured Co ordinates invalid Data output system setting menu via RS232 interface is activated To be able to successfully start reference line the setting must be enabled Base line is shorter than 1 cm Choose base points such that the horizontal separation of both points is at least 1 cm No distance measured or invalid Repeat distance measurement until a valid distance is displayed No co ordinates or invalid co ordinates for a point Ensure that a point

TPS700 Performance Series - TEI of Crete

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