Leica TPS800 Series User Manual Download Page 110

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110

Programs

Leica TPS800-4.0.0en

COGO

COGO is an application program to perform

ordi-

nate

metry calculations such as:

•

coordinates of points

•

bearings between points

•

distances between points

The COGO calculation methods are:
•

Inverse & Traverse

•

Intersections

•

Offset

•

Extension

Softkeys:

[MEAS]

Jumps to the Measurement dialog to
measure the point.

[Calc]

Starts the calculation, when all required
data is entered.

[STAKE]

When the calculated point is displayed
you have the option to stake out this
point directly.

Inverse & Traverse

Inverse

Known

P1 First known point
P2 Second known point

Unknown

Direction from P1 to P2

d1 Slope distance between P1 and P2
d2 Horizontal distance between P1 and P2
d3 Height difference between P1 and P2

TPS800_Z86

Summary of Contents for TPS800 Series

Page 1: ...Leica TPS800 Series User Manual Version 4 0 English...

Page 2: ...to Safety Directions for further information Read carefully through the User Manual before you switch on the product Product identification The model and the serial number of your product are indicat...

Page 3: ...ult 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 haz...

Page 4: ...learly described Telescope When measuring distances to a reflector with EDM mode IR this telescope type uses a wide visible red laser beam which emerges coaxially from the telescope s objective Instru...

Page 5: ...39 Programs 47 Settings 134 EDM Settings 140 File Management 145 Start up sequence 148 Check Adjust 149 COMM Parameters 156 Data Transfer 157 System Info 158 Instrument Protection with PIN 159 Care an...

Page 6: ...Distance measurement 20 Softkeys 23 Symbols 24 Status symbol EDM type 24 Status symbol Battery capacity 24 Status symbol Compensator 24 Status symbol Offset 24 Status symbol Character Input 24 Menu tr...

Page 7: ...ing job 47 Setting Station 48 Orientation 49 Applications 53 Introduction 53 Surveying 54 Stake out 55 Free Station 57 Reference Line Arc 64 Tie Distance 79 Area Volume 81 Remote Height 84 Constructio...

Page 8: ...d prisms 162 Fogging of prisms 162 Damp products 162 Cables and plugs 162 Safety Directions 163 Intended Use 163 Permitted use 163 Adverse use 163 Limits of Use 164 Responsibilities 165 Hazards of use...

Page 9: ...9 Leica TPS800 4 0 0en Software License Agreement 195 Index 197...

Page 10: ...ive technology makes the daily surveying jobs easier The instrument is ideally suited for simple construc tion surveys and stake out tasks The easy operation of the instrument functions can be learned...

Page 11: ...lescope image 9 Detachable carrying handle with mounting screws 10 Serial interface RS232 11 Foot screw 12 Objective with integrated Electronic Distance Measurement EDM Beam exit 13 Display 14 Keyboar...

Page 12: ...of the objective SA Standing axis Vertical rotation axis of the telescope KA Tilting axis Horizontal rotation axis of the telescope Trunion axis V Vertical angle zenith angle VK Vertical circle With c...

Page 13: ...r is the devia tion from the perpendicular between tilting axis and line of sight This could be eliminated by measuring in both faces V Index Vertical index error With horizontal line of sight the V c...

Page 14: ...t TCR Indicated meteorological corrected hori zontal distance Height difference between station and target point hr Reflector height above ground hi Instrument height above ground E0 Station coordinat...

Page 15: ...he instrument Installation on the PC The installation program can be found on the CD ROM supplied Please note that LGO Tools can only be installed on computers with MS Windows 2000 XP and Vista operat...

Page 16: ...ding system software and EDM software For EDM Software upload only LGO LGO Tools Software Version 3 0 or higher must be used for error free operation Not using the correct upload Software can permanen...

Page 17: ...able 1 GEB121 2 GEB111 3 Single cells in the battery adapter GAD39 Your Leica Geosystems instrument is powered by rechargeable plug in batteries For this product we recommend the basic battery GEB111...

Page 18: ...different to the basic version Keypad 1 Focus Actively measured field 2 Symbols 3 Fixed keys Keys with firmly assigned functions 4 Alphanumeric keys 5 Navigation keys Control of input bar in edit and...

Page 19: ...ue to the next field Trigger key The measurement trigger has three settings ALL DIST OFF The key can be activated in the configuration menu At menus with multiple entries a shortcut number is shown on...

Page 20: ...possible without a reflector When a distance measurement is trig gered the EDM measures to the object which is in the beam path at that moment If e g people cars animals swaying branches etc cross the...

Page 21: ...passing vehicle heavy rain fog or snow the EDM may measure to the obstruction When measuring longer distances any divergence of the red laser beam from the line of sight might lead to less accurate m...

Page 22: ...or EDM mode Red laser to reflector tape The visible red laser beam can be used to measure to reflective foils also To guarantee the accuracy the red laser beam must be perpendicular to the reflector t...

Page 23: ...Saves displayed values ENTER Deletes current value in the display and is ready for the input of a new value ENH Opens the coordinate input mode LIST Displays the list of available points FIND Starts...

Page 24: ...e selected with PAGE Indicates telescope position I or II Indicates that Hz is set to left side angle measurement anti clockwise Status symbol EDM type Reflector EDM mode for measuring to prisms and r...

Page 25: ...Illumin DSP Heater Auto Off Pre Suffix Min Reading Angle Unit Distance Unit Distance Decimals Temperature Unit Pressure Unit Code Record Face I Definition Data Output GSI 8 16 Mask 1 2 3 EDM Settings...

Page 26: ...brach optional 5 Battery charger and accessories optional 6 Adjustment tools 7 Battery GEB111 optional 8 GAD105 Mini Prism Adapter optional 9 Battery GEB121 optional 10 Tip for mini prism optional 11...

Page 27: ...into battery holder 4 Insert battery holder into instrument Insert battery correctly note pole markings on the inside of the battery holder Check and insert battery holder true to side into the housin...

Page 28: ...rge cycles The permissible temperature range for charging is between 0 C to 35 C 32 F to 95 F For optimal charging we recommend charging the batteries at a low ambient temperature of 10 C to 20 C 50 F...

Page 29: ...tripod legs into the ground When pressing the legs into the ground note that the force must be applied along the legs When setting up the tripod pay attention to a horizontal position of the tripod p...

Page 30: ...mmet It is always possible to set up the instrument without the need for a marked ground point Important features It is always recommended to shield the instrument from direct sunlight and avoid uneve...

Page 31: ...ng FNC Level Plummet 4 Move the tripod legs 1 and use the tribrach footscrews 6 to centre the plummet 4 over the ground point 5 Adjust the tripod legs to level the circular level 7 6 By using the elec...

Page 32: ...rews only appear if the instrument tilt is inside a certain levelling range 3 Turn the instrument until it is parallel to two foot screws 4 Centre the elec tronic level of this axis by turning the two...

Page 33: ...the intensity of the laser The laser can be adjusted in 25 steps as required Hints for positioning Positioning over pipes or depressions Under some circumstances the laser dot is not visible e g over...

Page 34: ...ssing several times you can toggle through the characters For example 1 S T U 1 S Edit characters 1 Place cursor on character to be edited 2 Input the new character 3 Confirm input Erasing characters...

Page 35: ...cal function Additional characters Place holder during Wildcard point search see chapter Wildcard search appears only in the front position of an input In the edit mode the position of the decimal pla...

Page 36: ...finds fixed points before measured points that fulfill the same search criteria If several points meet the search criteria then the points are listed according to their age The instrument finds the m...

Page 37: ...of points is to be searched for Starts point search Examples All points of any length are found A All points with exactly the point number A are found A All points of any length starting with A are fo...

Page 38: ...urement display it is possible to call up fixed keys and function keys as well as trigger keys and their functions All shown displays are examples It is possible that local software versions are diffe...

Page 39: ...mmet IR RL Toggle Change between the two EDM types IR on Reflec tors and RL Reflectorless New setting is displayed for about one second IR Distance measurements with prisms RL Distance measurements wi...

Page 40: ...any application by pressing FNC Lock with PIN without switching off the instrument After that the instrument will prompt for a PIN code entry The function is available when the PIN protection is activ...

Page 41: ...remains set when the instrument is switched off Target Offset If it is not possible to set up the reflector directly or if it is not possible to aim the target point directly the offset values length...

Page 42: ...easurement has been triggered or exists The period of applicability can be set as follows The offset values are always reset to 0 when the application is quit Cylinder Offset subapplication Use CYLNDE...

Page 43: ...d the surface of the object to be measured If the EDM mode is RL the value is set to zero automatically 2 Use the vertical hair aim at the left side of the object then press HzLeft 3 Use the vertical...

Page 44: ...nables you to change the most important settings Height Transfer Example 1 Reflector 1 2 Reflector 2 3 Reflector 3 4 Instrument This function determines the height of the instru ment from measurements...

Page 45: ...gering the measurement with ALL the calculated height H0 is displayed AddPt Add another height of a known point FACE Measure to the same target in second face 3 SET Save the changes and set the statio...

Page 46: ...Limit for the difference between the given and measured spacing of the prisms If the tolerance value is exceeded the program will issue a warning EDM Mode Changes the EDM Mode Prism type Changes the...

Page 47: ...g 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...

Page 48: ...d from the internal memory Known Point 1 Select a PtID stored in internal memory 2 Input instrument height OK Sets the station Set manually 1 ENH Calls up manual point input dialogue 2 Input PtID and...

Page 49: ...and sets orientation REC Records Hz direction and sets orientation Method 2 With coordinates To determine the orientation a target with known coordinates can also be used 1 As orientation with coordin...

Page 50: ...t point measured in telescope position I and II SHz After the first measurement the finding of other target points or the same point when changing the telescope position is easier by setting the indic...

Page 51: ...tation is computed using the least squares method Displaying residuals RESID Display of residuals 1 Actual 2 Design SH Height correction S Correction of the horizontal distance SHz Correction of Hz an...

Page 52: ...a tion is based on telescope position I The prism height may not be changed during measurements in the first and second telescope position If a target point is measured several times in the same teles...

Page 53: ...in the field The following applications are available Surveying Stake Out Tie Distance Area Volume Free Station Reference Line Arc Remote Height Construction Cogo Reference Plane Roadworks 3D optiona...

Page 54: ...code remark in the relevant field This text is stored with the corresponding measur ment with ALL The code is not related to a codelist it is just a simple remark A codelist on the instrument is not n...

Page 55: ...lements REC Saves the displayed values B D Input direction and Hz distance of stake out point MANUAL Enables simplified input of a point without PtID and without the possibility of storing the data of...

Page 56: ...sitive if nominal point further away ST Transversal offset perpendicular to line of sight positive if nominal point is to the right of measured point Cartesian Stake out Stake out is based on a coordi...

Page 57: ...angles only resection 2 Distance and Hz and V angle 3 point resection 3 Hz and V angles to some point s and Hz and V angle plus distance to other point s The final computed results are Easting Northin...

Page 58: ...use 0 001 m to enable it for height processing Computation procedure The measuring procedure automatically determines the method of evaluation e g resection 3 point resection etc If more than the min...

Page 59: ...ation and the height of the instrument 2 Input of the target PtID and the reflector height ALL Triggers angle and distance measurement 3 point resection REC Saves Hz direction and V angle resection F1...

Page 60: ...tele scope positions I and II Results Displays calculated station coordinates PREV Switches to measurement display to measure additional points RESID Displays residuals StdDev Displays standard deviat...

Page 61: ...iduals Residual Calculated value Measured value PREV Switches to measurement display to measure additional points Re Meas Remeasures the displayed point OK Always sets the displayed coordi nates and i...

Page 62: ...point from in the calculations Recalculates the free station and displays the station standard devia tion Press PREV to display the new station coordinates StdDev Displays standard deviation With the...

Page 63: ...re 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 Hz I II 0 9 deg me...

Page 64: ...ore the reference height can be selected as first point second point or interpolated along the reference line Procedure 1 Definition of the Base line The base line is fixed by two base points that can...

Page 65: ...This new line is called the reference line All measured data refers to the refer ence line BP Base point BL Base line RP Reference point RL Reference line Off Parallel offset L Longitudinal offset R...

Page 66: ...than the selected reference height Ref Hgt Point 1 Height differences are computed relative to the height of the first refer ence point Point 2 Height differences are computed relative to the height...

Page 67: ...umber of segments and stake out the new points on the line see issue 7 4 Line Offset subapplication The Line Offset subapplication calculates from measurements or coordinates longitudinal parallel off...

Page 68: ...ample relative to first reference point 1RP 1st reference point 1BP 1st base point RH Reference height Hd Height difference between reference and base point SH Height difference from reference height...

Page 69: ...ence between a measured point and the calculated point The program displays the orthogonal SLine SOffset S and the polar SHz S S differences Procedure 1 Input the orthogonal stake out elements 2 OK C...

Page 70: ...with and the increment of grid points in length and cross direction of the reference line The program calculates and displays the stake out elements for the points on the grid polar SHz S S orthogona...

Page 71: ...mode The signs for the distance and angle differences are correction values required minus actual SHz Turn telescope clockwise to the stake out point Line The stake out point is in the direction from...

Page 72: ...mentation subapplication You can either enter the length of segments or the number of segments and define how the length of a remaining segment is treated This misclosure can be placed at the start at...

Page 73: ...nd angle differences are correction values required minus actual Segment No The number of the calculated segments including the misclosure segment if applicable Cum Length The sum of the segment lengt...

Page 74: ...endicular to the line of sight looking from station to the target ESC Quits the STAKE OUT LSEG panel and returns to the previous panel Reference Arc This application allows the user to define a Refer...

Page 75: ...es to proceed to step 2 2 Decide to Measure or to Stake Out MEASURE Starts the subapplication to measure Line Offset See issue 3 STAKE Starts the subapplication to stake out See issue 4 3 Line Offset...

Page 76: ...Start point of arc EP End point of arc CP Centre point of circle P Point to stake out MP Measured point R Radius of circle L Line Off Perpendicular distance from arc b Stake Out Arc This allows to sta...

Page 77: ...ection III Equal The misclosure will be equally distributed between all sections Arc Length Enter the length of the arc segment you want to stake out Line Shows the line value of the stake out point T...

Page 78: ...own are the same as described in Stake Out Arc section CL Chord length d Stake Out Angle This allows to stake out a series of points along the arc defined by the angle substended at the center of the...

Page 79: ...emory or entered using the Keypad The user can choose between two different methods Polygonal A B B C Radial A B A C Polygonal Method Radial Method CP Centre point In principal both methods are the sa...

Page 80: ...nt2 S Height difference between point1 and point2 Grade Grade between point1 and point2 Softkeys polygonal method NewPt 1 An additional missing line is computed Program starts again at point 1 NewPt 2...

Page 81: ...is projected onto the horizontal plane 2D or projected onto the sloped reference plane defined by 3 points 3D Furthermore a volume with constant height can be calculated in relation to the area 2D 3D...

Page 82: ...been measured or selected The area 3D is calculated once the sloped refer ence plane is defined by three points 2 Results Def 3D To define the sloped reference plane by selecting or measuring three p...

Page 83: ...ane P4 Target point a Constant height b Perimeter 3D polygonal length from the start point to the current measured point of the area 3D c Area 3D projected onto the sloped reference plane d Volume 3D...

Page 84: ...emote point 2 Height diff 3 Slope distance 4 Base point Procedure 1 Input PtID and reflector height ALL Starts measurement to base point and continues to 2 hr Starts the program that determines an unk...

Page 85: ...In case you have entered coordinates by ENH and measured to known points a plausibility check informs you about the calculated line length the actual length and the difference As built check This dial...

Page 86: ...itive arrow right Target point is right of the measured point SHeight is positive arrow up Target point is higher than the measured point The height of the line start point is always used as the refer...

Page 87: ...ing features Horizontal alignments with the elements straight curve spiral entry and exit as well as partial Vertical alignments with the elements straight curve and quadratic parabola Upload of horiz...

Page 88: ...three posi tions P1 Position on natural surface P1 Position on vertical alignment P1 Position on horizontal alignment With a second point P2 the alignment is defined P1 P2 Projection of the alignment...

Page 89: ...t point P1 and end point P2 with known easting and northing coordinates P1 Start point P2 End point 2 Curve A circular curve has to be defined by Start point P1 and end point P2 with known easting and...

Page 90: ...Direction Clockwise or Anticlockwise Spiral type Spiral In or Spiral Out P1 Start point P2 End point R Radius L Length Spiral types Entry spiral Spiral in A Spiral with a radius of infinity at the sta...

Page 91: ...inage and Start Height of P1 End Chainage and End Height of P2 or Length L and Slope P1 Start point P2 End point L Length Slope 2 Transition Curve A circular curve has to be defined by Start Chainage...

Page 92: ...stant thus resulting in a smoother curve A quadratic parabola has to be defined by Start Chainage and Start Height of P1 End Chainage and End Height of P2 Parameter or length L grade of entry straight...

Page 93: ...ontal and vertical alignment a Horizontal Alignment top view R1 Radius 1 R2 Radius 2 a1 Straight a2 Curve with R1 a3 Partial Spiral with R1 and R2 a4 Curve with R2 a5 Spiral Out with R2 and R a6 Strai...

Page 94: ...et to catch point Explanation of the slope elements Horizontal alignment at a defined chainage Hinge point is defined by entered Offset Left Right and Height Difference Slope ratio Catch point or dayl...

Page 95: ...ituation a Horizontal alignment b Hinge point c Slope d Catch point e Natural surface 3 Fill situation a Horizontal alignment b Hinge point c Slope d Catch point e Natural surface c c a e e b b d d TP...

Page 96: ...e check slope parameter 4a Sub application Check 4b Sub application Stake 4c Sub application Check Slope 4d Sub application Stake Slope F2 F1 F3 F4 PAG E MEN U FNC USE R 7 8 9 4 5 6 1 2 3 0 ABC DEF GH...

Page 97: ...prefix ALN for vertical alignments PRF and can be 16 characters long e g ALN_HZ_Axis_01 gsi and PRF_VT_Axis_01 gsi The uploaded or created road alignments are permanent and stored even if the applicat...

Page 98: ...ager of LGO Tools Version 5 0 or higher Alternatively horizontal and vertical road alignments can be created onboard 2 Select horizontal and or vertical alignment files Using a horizontal alignment fi...

Page 99: ...800 4 0 0en 3 Define stake check slope parameter A Straight B Spiral C Curve R Radius a Offset Left b Offset Right c Increment d Defined Chainage TPS800_Z115 A B C a c b R d 112 000 d 122 000 d 132 00...

Page 100: ...r down Def Chain Defined Chainage for stake out Define Stake Check Slope values STAKE CHECK STK_SLP Offs Left 10 000 m Offs Right 15 000 m Ht Diff 2 000 m Def Chain 102 000 m Increment 10 000 m Height...

Page 101: ...ent and the Height difference relative to a vertical alignment or manually entered height Defined Chainage and Increment values will not be considered in the Check mode P1 Target point P2 Target point...

Page 102: ...c Offset d Height Difference e SOffset is positive when target point is on the right hand side of the measured point f SChainage is positive when target point is further away than the measured point...

Page 103: ...t difference are not entered the point on the horizontal align ment is the Hinge point Defined Chainage and Increment values will not be considered in the Check mode P1 Measured Point a Horizontal ali...

Page 104: ...v h IR I ALL DIST REC SLOPE CHECK HINGE Values 1 3 Hng Slope distance to Hinge the slope distance from the current measured point to the hinge point Offs Aln Offset to Alignment the current measured o...

Page 105: ...lope parameter Slope Type Slope Grade Ratio of the slope The unit for slope grade is defined in the Settings screen Define Slope for Stake Out PREV RESET ok Offset Left Def Chain 112 000 m SlopeType L...

Page 106: ...Defined Height Difference d Hinge point e Defined Slope f Catch point g Natural Surface h SOffset to Catch point i Cut Fill to Catch point j Offset to Hinge point k Offset to Alignment l Height Differ...

Page 107: ...T 1 3 Act Slp Actual Slope the current measured slope of the reflector position to the hinge point Offs Hng Offset to Hinge the current measured offset to horizontal alignment including offset right a...

Page 108: ...difference to alignment the vertical offset between defined height at current chainage and current measured position excluding defined height difference Aln Slope distance to Alignment slope distance...

Page 109: ...tuation P1 Measured point P2 Catch point a Horizontal alignment b Hinge point c Cut d SOffset to Catch point P1 Measured point P2 Catch point a Horizontal alignment b Hinge point c Fill d SOffset to C...

Page 110: ...Softkeys MEAS Jumps to the Measurement dialog to measure the point Calc Starts the calculation when all required data is entered STAKE When the calculated point is displayed you have the option to sta...

Page 111: ...t d3 Negative offset to the left Unknown P2 COGO point without offset P3 COGO point with positive offset P4 COGO point with negative offset Intersections Bearing Bearing Known P1 First known point P2...

Page 112: ...stance from P2 to P4 and P3 Unknown P3 First COGO point P4 Second COGO point Distance Distance Known P1 First known point P2 Second known point r1 Radius as defined by the distance from P1 to P3 or P4...

Page 113: ...h known point a Line from P1 to P2 b Line from P3 to P4 Unknown P5 COGO point Offset Distance Offset Known P1 Baseline start point P2 Baseline end point P3 Lateral point Unknown d1 Difference in lengt...

Page 114: ...ference in length abzissa HD b Lateral deviation ordinate Offset Unknown P3 Lateral point Plane Offset Known P1 Point 1 which defines plane P2 Point 2 which defines plane P3 Point 3 which defines plan...

Page 115: ...rks whereby other survey operations such as topographic surveys or point stake outs can be completed The TraversePRO methods include 2D Helmert transformation If you select 2D Helmert the traverse wil...

Page 116: ...before and by choosing Start a traverse without a known back sight the system azimuth can be overtaken If the start azimuth is unknown and a Helmert trans formation is performed in the end then also...

Page 117: ...rse if the memory is almost full Doing so may mean the traverse measurements and results cannot be saved Accordingly you will be informed by a message if less than 10 of the memory is free Enables you...

Page 118: ...ePRO The following entries are possible Traverse ID The name of the new traverse Method B F F B All points are measured in face I then measured in face II in reverse sequential order B B F F Backsight...

Page 119: ...ethod Starts the traverse without a known backsight The measurements begin to a foresight point See 6 Measuring a foresight point Starts the traverse with a known backsight See 5 Measuring a backsight...

Page 120: ...the configured traverse method either the Sight Foresight Point panel stays active for measuring the foresight point in a second face or the Sight Backsight Point panel appears for measuring the back...

Page 121: ...ESC was pressed accidentally When the number of defined sets is achieved The accuracy of the set measurements is checked The set can be accepted or redone The next panel is displayed automatically To...

Page 122: ...versePRO flag If the traverse is finally adjusted these points will be updated DONE Quits the Measure Sideshots dialog and returns to the TRAVERSE MAIN panel 7 2 Next Station Move to the next station...

Page 123: ...efined in the TraversePRO config uration are exceeded an information message is displayed 8 Closing a traverse Press CLOSE in the Sight Foresight Point panel before measuring a foresight point after a...

Page 124: ...without a known backsight point and you selected the option or then for calculating results you have the option to use the system azimuth saved in the instru ment from another program for example if...

Page 125: ...pm after finishing TraversePRO OK To proceed with the adjustment Depending on the number of measured points this may take some time A message is displayed during the calculation Adjusted points are st...

Page 126: ...was quit without closing a traverse You can continue the traverse on a new station You can leave the traverse unfin ished Or you can start a new traverse and the old traverse data is over written Do y...

Page 127: ...127 Programs Leica TPS800 4 0 0en Traverse points are recalculated and newly stored This is an information message displayed while the adjustment is calculated Important messages Meaning...

Page 128: ...g and staking out the coordinates of the intersection point A reference plane is created by measuring three points on a plane These three points define a local coordinate system The first point is the...

Page 129: ...tive Procedure 1 Measuring points defining the reference plane Input the name of the first point on the reference plane and the height of the reflector Measure the point Repeat this for the second and...

Page 130: ...pendicular distance from the intersection point to the local Z axis SZ Perpendicular distance from the intersection point to the local X axis The stake out point is higher than the origin of the coord...

Page 131: ...g on the setting made Point codes WI71 79 are not available Procedure 1 Select code from a codelist or enter new code RECORD The code is directly recorded without a measurement with ALL OK The code is...

Page 132: ...list Manager the code is selected in accor dance with the order in which the codes were entered in the code list 01 first code in the code list 10 tenth code in the code list Procedure 1 Press the Q C...

Page 133: ...Codelists can be easily created and uploaded to the instrument using the supplied LGO Tools Soft ware Important Messages Meaning Attrib cannot be changed Attribute with fixed status cannot be changed...

Page 134: ...e either selected for the zenith the horizontal plane or in Zenith Zenith 0 Horizon 90 Horizon Zenith 90 Horizon 0 V 45 100 Horizon 0 The value increases rapidly appears on the display above 300 Tilt...

Page 135: ...sounds at right angles 0 90 180 270 or 0 100 200 300 gon Example Sector Beep From 95 0 to 99 5 gon or from 105 0 to 100 5 gon a Fast beep sounds whilst from 99 5 to 99 995 gon or from 100 5 to 100 005...

Page 136: ...High High illumination Display Heater On Is automatically activated when the display illumination is on and the instru ment temperature is 5 C Language The current loaded languages are shown Language...

Page 137: ...m hr E N H Measurement 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 depending on V angle...

Page 138: ...tting of the angle units can be changed at any time The actual displayed values are converted according to the selected unit Min Reading The displayed angle format can be selected in three steps For 3...

Page 139: ...on to the posi tion of the Vdrive Code Record Sets if the codeblock is saved before or after the measurement see chapter Coding Identifier only for stake out application The identifier with up to four...

Page 140: ...and reflector mode IR EDM type are available Depending on selected measuring mode the selec tion prism types are different IR Fine Fine measuring mode for high precision measurements with prisms 2mm 2...

Page 141: ...m 2mm 2ppm 500m 4mm 2ppm RL Track Continuous distance measure ment without prisms 5mm 3 ppm RL Prism For distance measurements with prisms Leica Prisms Constants mm Standard prism Round GPH1 GPR1 0 0...

Page 142: ...itched off On Visible laser beam for visualising the target point is switched on Guide Light The person at the prism can be guided by the flashing lights directly to the line of sight The light points...

Page 143: ...ameters Atmospheric Parameters ppm Distance measurement is influenced directly by the atmospheric conditions of the air in which distance measurement are taken In order to take into consideration thes...

Page 144: ...PM Calculated and indicated atmospheric PPM Refr Coeff Input of refraction coefficient for the atmospheric conditions Refraction correction The refraction correction is taken into account in the calcu...

Page 145: ...points measurements codes results etc The job definition consists of the input of job name and user Additionally the system generates time and date at the time of creation Job search Scrolling through...

Page 146: ...nput for PtID and coordi nates Measurements Measurement data available in the internal memory can be searched and displayed or erased FIND Starts point search dialogue VIEW Displays all measurements C...

Page 147: ...e selected area ALL Deletes all data in memory All data will be lost Deleting the memory cannot be undone After confirming the message all data is deleted permanently Memory Statistic Displays job spe...

Page 148: ...screen is displayed A maximum of 16 of the next key presses are stored The sequence is ended with ESC If the start sequence is activated the stored key presses are executed automatically when the inst...

Page 149: ...g Instrument errors can change with time and temper ature These errors should be determined before the instrument is used for the first time before preci sion surveys after long periods of transport b...

Page 150: ...horizontal aimings the error of Hz equals the line of sight error V Index Vertical index error The vertical circle should read exactly 90 100 gon when the line of sight is horizontal Any deviation fro...

Page 151: ...ximately 100m from the instrument which is within 5 of the horizontal 3 ALL Trigger measurement 4 Change telescope position and aim to the point again For checking the horizontal aiming Hz and V are d...

Page 152: ...justment result out of tolerance Previous values retained Computed values out of tolerance Previous values retained Repeat measurements Confirmation of the message required Hz Angle out of limit Hz an...

Page 153: ...iculated joints on the tripod head 1 just enough to keep the tripod legs open when you lift it off the ground Circular level Level up the instrument in advance with the elec tronic level The bubble mu...

Page 154: ...adjustment is necessary due to external influences the instrument has to be returned to any Leica service department Checking by turning the instrument by 360 1 Install the instrument on the tripod a...

Page 155: ...surface the size of the laser dot can vary At a distance of 1 5 m an average value of 2 5 mm diameter must be estimated The maximum diameter of the circular movement described by the centre of the las...

Page 156: ...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...

Page 157: ...s the transmission Example Within the data setting MEASUREMENTS a data set could be shown as follows 11 00000D19 21 022 16641826 22 022 09635023 31 00 00006649 58 16 00000344 81 00 00003342 82 00 0000...

Page 158: ...current date Time Displays current time DATE Change date and format Format There are three display formats DD MM YYYY MM DD YYYY YYYY MM DDT Date Input date TIME Set time SW Info The software of the...

Page 159: ...trument delivery papers If the PUK code entered is correct then the old PIN code is set to default value 0 and the PIN protection is deactivated Procedure 1 MENU PIN 2 Activate PIN by setting Use PIN...

Page 160: ...transport container and secure it Shipping When transporting the product by rail air or sea always use the complete original Leica Geosystems packaging transport container and cardboard box or its equ...

Page 161: ...Refer to Technical Data for information about storage temperature range A storage temperature range of 0 C to 20 C 32 F to 68 F in a dry environment is recom mended to minimize self discharging of the...

Page 162: ...f 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 ad...

Page 163: ...dhere to them Intended Use Permitted use Measuring horizontal and vertical angles Measuring distances Recording measurements Computing by means of software Visualizing the aiming direction and vertica...

Page 164: ...nstallations Warning Adverse use can lead to injury malfunction and damage It is the task of the person responsible for the equip ment to inform the user about hazards and how to counteract them The p...

Page 165: ...lso responsible for the effectiveness of those safety concepts in combination with the Leica Geosystems product Person in charge of the product The person in charge of the product has the following du...

Page 166: ...ly carry out test measurements and perform the field adjustments indicated in the user manual particularly after the product has been subjected to abnormal use and before and after important measureme...

Page 167: ...f the working site can lead to dangerous situations for example in traffic on building sites and at industrial installations Precautions Always ensure that the survey site is adequately secured Adhere...

Page 168: ...reight trans port company Warning Using a battery charger not recommended by Leica Geosystems can destroy the batteries This can cause fire or explosions Precautions Only use chargers recommended by L...

Page 169: ...s to the risk of severe injury and rendering the environment liable to contamination Improper disposal of silicone oil may cause environmental contamination Precautions The product must not be dispose...

Page 170: ...ctive clothes and eye wear special warning signs in the laser working area if used and operated as defined in this user manual due to the low eye hazard level Products classified as laser class 2 or c...

Page 171: ...171 Safety Directions Leica TPS800 4 0 0en Description Value Maximum average radiant power 0 33 mW Pulse duration 800 ps Pulse repetition frequency 100 MHz 150 MHz Wavelength 650 nm 690 nm...

Page 172: ...1040 11 except for deviations pursuant to Laser Notice No 50 dated July 26 2001 This device complies with part 15 of the FCC Rules Operation is subject to the following two conditions 1 This device ma...

Page 173: ...a unintentional exposure would rarely reflect worst case conditions of e g beam alignment with the pupil worst case accommodation b inherent safety margin in the maximum permis sible exposure to lase...

Page 174: ...ows mirrors metallic surfaces etc Precautions Do not aim at areas that are essentially reflective such as a mirror or which could emit unwanted reflections Do not look through or beside the optical si...

Page 175: ...fety Directions Leica TPS800 4 0 0en Labelling a Laser beam TPS800_Z70 Laser Radiation Avoid direct eye exposure Class 3R Laser Product according to IEC 60825 1 2007 03 Po 5 00 mW 650 690 nm Laser Ape...

Page 176: ...h IEC 62471 2006 07 and does not pose any hazard provided that the product is used and maintained in accordance with this user manual TPS800_Z96 Type TC Art No Power 12V 6V 1A max Leica Geosystems AG...

Page 177: ...e product The laser product described in this section is classi fied as laser class 2 in accordance with IEC 60825 1 2007 03 Safety of laser products Class 2 laser products These products are safe for...

Page 178: ...ety Directions Leica TPS800 4 0 0en Warning From a safety perspective class 2 laser prod ucts are not inherently safe for the eyes Precautions Avoid staring into the beam or pointing the beam at other...

Page 179: ...0 and 1040 11 except for deviations pursuant to Laser Notice No 50 dated July 26 2001 This device complies with part 15 of the FCC Rules Operation is subject to the following two conditions 1 This dev...

Page 180: ...sent and without causing electromagnetic disturbances to other equipment Warning Electromagnetic radiation can cause distur bances in other equipment Although the product meets the strict regulations...

Page 181: ...oduct meets the strict regulations and standards which are in force in this respect Leica Geosystems cannot completely exclude the possibility that the product may be disturbed by very intense electro...

Page 182: ...no guarantee that interference will not occur in a particular installation If this equipment does cause harmful interference to radio or television reception which can be deter mined by turning the e...

Page 183: ...is 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 r...

Page 184: ...00gon 360 decimal 6400 mil V V Accuracy standard deviation Hz V acc to ISO 17123 3 TC R 802 2 0 6 mgon TC R 803 3 1 0 mgon TC R 805 5 1 5 mgon Display resolution gon 0 0001 360d 0 0001 360s 1 mil 0 01...

Page 185: ...ibrach removable GDF111 Thread diam 5 8 DIN 18720 BS 84 Dimensions Instrument Height including tribrach and carrying handle with tribrach GDF111 360 mm 5 mm Width 207 mm Length 150 mm Case 468x254x355...

Page 186: ...Temperature range Automatic corrections Line of sight error Yes Vertical index error Yes Earth curvature Yes Refraction Yes Tilt correction Yes Recording RS232 interface Yes Internal Memory Yes Total...

Page 187: ...1 Carrier wave 658 nm Measuring system System analyser basis 100 MHz 150 MHz EDM measuring program Accuracy Standard deviation acc to ISO 17123 4 Time per measure ment IR_Fine 2 mm 2 ppm typ 2 4 s IR_...

Page 188: ...t shimmer 2 Light haze visibility about 20km or moderate sunlight slight heat shimmer 3 Overcast no haze visibility about 40km no heat shimmer Measuring system System analyser basis 100 MHz 150 MHz Ty...

Page 189: ...ath can result in deviations of the specified accuracy Accuracy and measure time depend on atmo spheric conditions target object and observation situation Power Range without reflector Atmospheric con...

Page 190: ...has been entered corresponds to the atmospheric conditions prevailing at the time of the measurement The atmospheric correction takes air pressure and air temperature into account For utmost precision...

Page 191: ...0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 5 5 6 0 6 5 7 0 7 5 8 0 8 5 9 0 9 5 1 0 0 1 0 5 1 1 0 1 1 5 1 2 0 1 2 5 1 3 0 1 3 5 1 4 0 50 C 50 C 40 C 40 C 30 C 30 C 20 C 20 C 10 C 10 C 0 C 0 C 10 C 10 C 20 C 20...

Page 192: ...0 F 10 F 0 F 10 F 20 F 16 ft 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 inch Hg 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 inch Hg 1 6 0 0 0 1 5 0 0 0 1 4 0 0 0 1 3 0 0 0 1 2 0 0 0 1 1 0...

Page 193: ...ccordance with the following formula Earth curvature and mean refraction coefficient k 0 13 are taken into account automatically The calculated horizontal distance relates to the station height not to...

Page 194: ...194 Technical Data Leica TPS800 4 0 0en Y sin X cos vertical circle reading A 1 47 10 7 m 1 B 6 83 10 8 m 1 k 0 13 R 6 37 106 m...

Page 195: ...fringement all of which are expressly disclaimed Software License Agreement This product contains software that is preinstalled on the product or that is supplied to you on a data carrier medium or th...

Page 196: ...lation or use of the software or any part thereof is deemed to be an acceptance of all the terms and conditions of such license agreement If you do not agree to all or some of the terms of such licens...

Page 197: ...ections 185 Auto OFF 137 Azimuth 80 B Base Line 64 65 Battery 158 Battery capacity 24 Baudrate 156 Beep 136 Brg 80 C Care and Transport 160 Cartesian Stake out 56 Centring 30 Character set 35 Check Ad...

Page 198: ...ement 20 186 187 188 Distance Unit 138 E Edit mode 34 EDM Mode 140 EDM Settings 140 EDM type 24 EGL 142 Electromagnetic Compatibility EMC 179 Electronic Guide Light EGL 176 Description 176 Electronic...

Page 199: ...Inserting characters 34 Instr Temp 158 Instrument Protection 159 Interface 156 Interface plug connections 156 Intersection Bearing Bearing 111 Bearing Distance 112 By Points 113 Distance Distance 112...

Page 200: ...al Validity of user manual 4 Mask 1 2 3 137 Measurements 57 146 Measuring 38 Measuring facilities 58 Memory 147 MENU 19 25 Menu tree 25 Min Reading 138 N Navigation keys 18 No of measurements 185 O Of...

Page 201: ...Reference Line 64 Reference Line Arc 64 Reference Plane 53 128 Reflective targets 141 Refraction correction 144 Remote Height 84 Responsibilities 165 Reticle 13 Reticle Illumin 136 RL 39 RL Prism 141...

Page 202: ...54 Symbols 24 System Info 158 T Target Offset 41 Technical Data 183 Technical terms 12 Telescope 183 Temperature 139 Temperature range 185 Tie Distance 79 Tilt Correction 134 Tilting axis 12 Tilting a...

Page 203: ...203 Index Leica TPS800 4 0 0en Wildcard search 37 Z Zenith 13 Zenith angle 12...

Page 204: ...rds of Quality Management and Quality Systems ISO standard 9001 and Environmental Management Systems ISO standard 14001 Ask your local Leica dealer for more information about our TQM program 742617 4...

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