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1. c Adjustment tools d USB memory stick e Plumb bob f 2ZDC220 USB cable g Tip for mini prism pole h Protective cover i ZBA400 battery j Quick Guide k ZPM100 mini prism I Mini prism pole Optional 2 3 Instrument components part 1 of 2 a Detachable carrying handle b Optical sight c Objective with integrated Electronic Distance Measurement EDM Exit for EDM laser beam d Vertical drive e Interface RS232 USB f USB host port g Horizontal drive h Second keyboard Optional Instrument components part 2 of 2 i Focusing telescope image j Eyepiece focusing graticule k Battery cover Foot screw m Circular level n Display o Keyboard GEY MAX Description of the System Zoom20 30 35 Pro 16 3 User Interface 3 1 Keyboard Keyboard gt _ The keyboard layout may differ depending on the instrument model d a Alphanumeric keypad b b Navigation key p c ENTER key d d Function keys Fi to F4 7 e ESC key g f FNC key g PAGE key Keys FNC key Quick access to measurement supporting functions Navigation key Controls the focus bar within the screen and the entry bar within a field O ENTER key Confirms an entry and continues to the next field 6 ESC key Quits a screen or edit mode without saving changes Returns to next higher level Function keys that are assigned the variable functions displaye
2. GbESMAX Connector PIN Layout Zoom20 30 35 Pro 102 GeoMax Zoom20 30 35 Pro Series 780085 3 0 0en Original text 2015 GeoMax AG Widnau Switzerland GeoMax AG www geomax positioning com GESMAX
3. Horizontal distance to the point m o eeaeee Vertical distance to the point Northing coordinate of the point ooo oo eede O Survey Description Access SURVEY Next step Survey is an application used for the measurement of an unlimited number of points It is comparable to Survey from the MAIN MENU but includes pre settings for the job station and orientation prior to begin ning a survey 1 Select Apps from the MAIN MENU 2 Select SURVEY from the Apps menu 3 Complete application pre settings Refer to 10 Applications Getting Started SURVEY 17 3 Circular Pt 1 TgtHGT 1 500 m Comment jo SecGen gt IPt H 25 7000 4 To switch between individual and current point Y 63 2300 g 0 numbers sDIST 26 000 m gt gt gt CODING To find enter codes Refer to 8 1 Coding Field Description Comment Comment or Code name depending on the coding method Two coding methods are Code available 1 Comment coding This text is stored with the corresponding measurement The code is not related to a codelist it is just a simple comment A codelist on the instrument is not necessary 2 Expanded coding with codelist Press CODING The code that was entered is searched for within the code list and it is possible to add attributes to the code e Either press ALL to record another point e Or press ESC to exit the application SS GbESMA
4. Description Access Auto start step by step 6 3 Description Access SYSTEM INFORMATION Q DE MAX Tools Through the Auto Start tool it is possible to record a user defined sequence of key presses so that after switching on the instrument a particular screen can be displayed after the Level amp Plummet screen instead of the MAIN MENU For example the general SETTINGS screen for configuring the instrument settings 1 Select Tools from the MAIN MENU 2 Select Auto St from the TOOLS MENU 1 Press REC in the AUTO START screen 2 Press OK to confirm the information message and begin the recording process 3 The next key presses are stored up to a maximum of 16 To end the recording press ESC 4 Ifthe auto start Status is set to On the stored key presses will be executed automatically after switching on the instrument The automatic start routine has the same effect as pressing the keys manually Certain instrument settings can not be made in this way Relative entries such as automatically setting EDM Mode IR Quick upon switching on the instrument are not possible System Information The System information screens display instrument system and firmware information as well as settings for the date and time 1 Select Tools from the MAIN MENU 2 Select SysInfo from the TOOLS menu Page 1 08 26 Circular 1 SMH wm amp SYSTEM INFO isi C CCX Type Firmw
5. Station 1100 000 m Offs Left 5 000 m Offs Right 4 000 m Increment 10 000 m Z ORED OCO Enter set out values 0 000 n Next step If in set out mode press OK to begin setting out Or if in measurement mode press ALL to measure and record Road 3D Starting Description Road 3D methods Road 3D step by step Road 3D is an application used to stake out points or for as built checks relative to a road alignment including slopes It supports the following features Horizontal alignments with the elements straight curve and spiral entry and exit as well as partial Vertical alignments with the elements straight curve and quadratic parabola Creation view and deletion of alignments onboard Use of design height of vertical alignments or manually entered heights Log file via Format manager of GGO Road 3D has the following applications Subprogram Check e Subprogram Check Slope Subprogram Setout e Subprogram Slope Setout nae ea Create or upload road alignments Select horizontal and or vertical alignment files Define setout check slope parameter Select one of the Road 3D applications The alignments must be continuous because geometrical gaps and chainage equations are not supported The file name for the horizontal alignment file must have the prefix ALN for example ALN_HZ_Axis_01 gsi The file name for the vertical alignment files must have the prefix PRF for example P
6. Field Description Line Length Calculated length of the defined reference line Segment Length of each segment Updated automatically if the number of segments is entered Length Segment No Number of segments Updated automatically if the segment length is entered Misclosure Any remaining line length after segment length has been entered Method of misclosure distribution None All of the misclosure will be placed after the last segment Equal The misclosure will be equally distributed between all segments At start All of the misclosure will be placed before the first segment StartEnd The misclosure is equally distributed at the start and at the end of the segment line Next step Press OK to proceed to the LINE SEGMENT SETOUT screen MAX Applications Zoom20 30 35 Pro 62 LINE SEGMENT SETOUT Messages Next step 11 10 11 10 1 Description Access Next step GESMAX Applications The signs for the distance and angle differences are correction values required minus actual The arrows indicate the direction to move to get to the setout point 12 17 Circular 1 SMH wm amp LINE SEGMENT SETOUT x Page 1 Page 2 gt Pt 29 TetHGT 1 500 m Seam ak IL CumL 3 41241 dH A 2 1856 g d H D 30 283 m d d Z a ee 777 M Field Description Segment number Includes the misclosure segment if applicable Cumulation of the segment lengths Changes with
7. Tribrach If the bubble extends beyond the circle adjust it using the adjustment pin in conjunction with the adjustment screws Turn the adjustment screws e To the left and the bubble approaches the screw e To the right and the bubble goes away from the screw 4 Repeat step 3 on the instrument and tribrach until both circular levels are centered and no further adjustments are necessary After the calibration no adjustment screw should be loose Inspecting the Laser Plummet of the Instrument The laser plummet is integrated into the vertical axis of the instrument Under normal conditions of use the laser plummet does not need adjusting If an adjustment is necessary due to external influences the instrument has to be returned to a GeoMax service department 2 amp 2 5mm 1 5m N 7 i i y4 obh 1 Set up the instrument on the tripod approximately 1 5 m above the ground and level up 2 To activate the laser plummet turn on the instrument and if tilt correction is set to 1 or 2 axis the laser plummet will be activated automatically and the Level amp Plummet screen appears Otherwise press FNC from within any application and select Level amp Plummet K Inspection of the laser plummet should be carried out on a bright smooth and horizontal surface such as a sheet of paper 3 Mark the center of the red laser dot on the ground 4 Turn the instrument slowly through 360 carefully observing the movement
8. GeoMax Zoom20 30 35 Pro Series User Manual Version 3 0 Introduction Purchase Congratulations on the purchase of a GeoMax Zoom instrument This manual contains important safety directions as well as instructions for setting up the product and operating it Refer to 1 Safety Directions for further information Read carefully through the User Manual before you switch on the product Product identification The type and serial number of your product are indicated on the type plate Always refer to this information when you contact your agency or GeoMax authorised service workshop Trademarks e Windows is a registered trademark of Microsoft Corporation in the United States and other countries e Bluetooth is a registered trademark of Bluetooth SIG Inc e SD Logo is a trademark of SD 3C LLC All other trademarks are the property of their respective owners Validity of this manual Description General This manual applies to Zoom20 A4 Zoom20 Pro Zoom30 Pro and Zoom35 Pro instruments Where there are differences between the instruments they are clearly described cE The appearance of the products is subject to change without notice The appearance of the actual product may vary slightly from the product shown in the illustrations Telescope e Measuring with IR modes When measuring distances to a reflector with Electronic Distance Measurement EDM mode IR the telescope uses a wide visible red laser beam w
9. Mode IR Defaul tK Type Circular ZPR MIP Laser Beam Onidi NavLight Onidi ATMOS To enter atmospheric data ppm PPM To enter an individual ppm value SCALE gt gt gt To enter projection scale details FREQ To view the EDM frequency Field Description IR Default IR Quick IR Continuous Foil Fine measuring mode for high precision measurements with prisms Quick measuring mode with prisms with higher measuring speed and reduced accuracy For continuous distance measurements with prisms For distance measurements using Retro reflective targets GES MAX Settings Zoom20 30 35 Pro 29 Field Description RL Default For distance measurements without prisms RL Continuous For continuous distance measurements without prisms Type Circular 50 27 Standard prism ZPR100 Sj GeoMax Constant 0 0 mm e i Mini O ZMP100 GeoMax Constant 0 0 mm Mini JP ZPM100 GeoMax Constant 34 4 mm 360 ZPR1 GeoMax Constant 23 1 mm 360 Mini GRZ101 GeoMax Constant 30 0 mm Foil ZTM100 GeoMax Constant 34 4 mm RL modes GeoMax Constant 34 4 mm GeoMax Const This field displays the GeoMax prism constant for the selected Type Where Type is Useri or User2 this field becomes editable to set a user defined constant Input can only be made in mm Limit value 999 9 mm to 999 9 mm This field displays the absolute prism constant for the selected Type When Type is User 1 or User 2 this field become
10. From 1000 m up to 12000 m Display unambiguous Up to 12 km Atmospheric conditions Range A Strong haze visibility 5 km or strong sunlight severe heat shimmer Range B Light haze visibility about 20 km or moderate sunlight slight heat shimmer Range C Overcast no haze visibility about 40 km no heat shimmer Accuracy Standard ISO 17123 4 Measure time typical Measure time measuring s maximum s Long range 5mm 2 ppm 2 5 12 Beam interruptions severe heat shimmer and moving objects within the beam path can result in devia tions of the specified accuracy Characteristics Principle Phase measurement Type Coaxial visible red laser Carrier wave 658 nm Measuring system System analyser basis 100 MHz 150 MHz 15 5 Conformity to National Regulations 15 5 1 Dangerous Goods Regulations Dangerous Goods Regu The products of GeoMax are powered by Lithium batteries lations Lithium batteries can be dangerous under certain conditions and can pose a Safety hazard In certain conditions Lithium batteries can overheat and ignite cE When carrying or shipping your GeoMax product with Lithium batteries onboard a commercial aircraft you must do so in accordance with the IATA Dangerous Goods Regulations E GeoMax has developed Guidelines on How to carry GeoMax products and How to ship GeoMax products with Lithium batteries Before any transportation of a GeoMax product we ask you to consult the
11. P4 P2 P4 Extended COGO points Area amp Volume Area is an application used to compute online areas to a maximum of 50 points connected by straights The target points have to be measured selected from memory or entered via the keypad in a clockwise direction The calculated area is projected onto the horizontal plane 2D or projected onto the sloped reference plane defined by three points 3D Furthermore a volume with constant height can be calculated in relation to the area 2D 3D fq fel A in PO Instrument station P1 Start point P2 4 Target points a Perimeter polygonal length from start point to the current measured point b Calculated area always closed to the start PO point P1 projected onto the horizontal plane 1 Select Apps from the MAIN MENU 2 Select Area from the Apps menu 3 Complete application pre settings Refer to 10 Applications Getting Started The graphic always shows the area projected onto the horizontal plane AREA amp VOLUME 1iPtBACK Pt F423 To undo measurement or selection of the Tat 1 gt 00 m previous point CALC To display and record additional results perim eter volume gt VOLUME To calculate a volume with constant height The heights have to be entered or measured gt gt gt Def 3D To define the sloped reference plane by selecting or measuring three points The 2D area is calculated and displayed once three
12. RL Reference line dL Longitudinal offset 1RP dO Parallel offset Access Press SETOUT from the REFERENCE LINE screen SETOUT Enter the set out elements for the target points to be set out relative to the reference line Description Longitudinal offset Positive if set out point is further away from the reference line Perpendicular offset Positive if set out point is to the right of the reference line Height offset Positive if set out point is higher than the reference line Ss BGESMAX applications Zoom20 30 35 Pro 59 Next step Press OK to proceed to measurement mode SET OUT The signs for the distance and angle differences are correction values required minus actual The arrows indicate the direction to move to get to the set out point SETOUT Tr2 Pk o AE T atHGT taum 3 dH A t O 6764 9 d H L 2 3f1 m 2 e t 0 082 m gt gt gt NextPt To add the next point to be set out Description Horizontal direction from the measured point to the set out point Positive if the telescope must be turned clockwise to the set out point Horizontal distance from the measured point to the set out point Positive if the set out point is further away than the measured point Height difference from the measured point to the set out point Positive if the set out point is higher than the measured point Perpendicular distance from the measured point to the set out point Posi
13. Refer to 15 7 Scale Correction for the application of the values entered in this screen Free PPM Entry This screen enables the entry of individual scaling factors Coordinates and distance measurements are corrected with the PPM parameter Refer to 15 7 Scale Correction for the application of the values entered in this screen SS BESMAX Settings Zoom20 30 35 Pro 30 5 3 Communication Settings Description For data transfer the communication parameters of the instrument must be set Access 1 Select Settings from the MAIN MENU 2 Select Comm from the Settings menu COMMUNICATION 13127 Circular 1 H NUM SETTINGS Page 1 Page 2 gt Port Bluetooth Bluetooth Off ap BT PIN To set a code for the Bluetooth connection CS _ This softkey is only available for Zoom30 Pro Zoom35 Pro instruments The default BTPN Bluetooth code is 0000 Field Description Instrument port RS232 Communication is via the serial interface USB Communication is via the USB host port Bluetooth Communication is via Bluetooth Bluetooth On Bluetooth sensor is activated Off Bluetooth sensor is deactivated The following fields are active only when Port RS232 is set Field Description Baud rate Speed of data transfer from receiver to device in bits per second e 1200 2400 4800 9600 14400 19200 38400 57600 115200 Topcon Sokkia Data bits Number of bits in a block of digital data 7 Da
14. e Press BTCode from the COMMUNICATION SETTINGS screen e Enter a new Bluetooth code in BT Code e Press OK to confirm the new Bluetooth code 4 When the external Bluetooth device has located the instrument for the first time a message will display on the instrument stating the name of the external device and requesting confirmation that connection to this device should be allowed e Press YES to allow or e Press NO to disallow this connection 5 The instrument Bluetooth sends out the instrument name and serial number to the external Bluetooth device 6 All further steps must be made in accordance to the user manual of the external device Transferring data via Using GGO Data Exchange Manager data files can be transferred from the instrument to a local folder via Bluetooth the Bluetooth connection The transfer is made through the serial port configured on the computer as the Bluetooth Serial Port however for faster data transfer soeeds we recommend using the USB or RS232 connections For more information about GGO Data Exchange Manager refer to the comprehensive online help For transferring data using other external devices or software programs refer to the user manual of the device or software The Zoom30 Pro Zoom35 Pro Bluetooth does not establish or manage the data transfer 12 6 Working with GeoMax Geo Office and GGO Tools Description The program package GGO is used for the data exchange between the instrument and a computer It
15. m Humidity Type Protection Zoom instrument Max 95 non condensing The effects of condensation are to be effectively counteracted by periodically drying out the instrument Available for Zoom30 Pro Working range 5m to 150 m 15 ft to 500 ft Position accuracy 5 cm at 100 m 1 97 at 330 ft The following automatic corrections are made e Line of sight error e Vertical index error e Tilting axis error e Refraction e Earth curvature e Compensator index error e Standing axis tilt e Circle eccentricity Scale Correction By entering a scale correction reductions proportional to distance can be taken into account e Atmospheric correction e Reduction to mean sea level e Projection distortion The slope distance displayed is correct 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 e Adjustments for air pressure e Air temperature For highest precision distance measurements the atmospheric correction should be determined with e An accuracy of 1 ppm e Air temperature to 1 C e Air pressure to 3 mbar Atmospheric corrections in ppm with temperature C air pressure mb and height m at 60 relative humidity 550mb 600 650 700 750 800 850 900 950 10001050 mb
16. Description k 1154 Scale of the current screen The minimum is 0 1 m There is no maximum for the zoom but the scale cannot display values greater than 99000 m In this case the value displayed will be gt 99000 m North arrow Symbol Description North arrow North is always orientated towards the top of the screen Toolbar Description Icon toolbar Refer to 9 3 2 Keys Softkeys and Toolbar for more information about the functionality of the icons in the toolbar Instrument station Description Position of the instrument station The orientation of the instrument is shown as dotted line ZF 6bBESMAX MapView Interactive Display Feature Zoom20 30 35 Pro 41 9 3 2 Keys Softkeys and Toolbar Description Overview of keys soft keys and icons Standard functionality is provided by softkeys keys and a toolbar within MapView The softkeys are available regardless of the mode in which MapView was accessed and always perform the same functions Icons are available in a toolbar The toolbar is always located on the right side of the screen Some of the functions performed by the icons can also be replicated using a softkey or key in the same mode as when the icon appears The softkey key equivalent of each icon if one exists are indicated in the following table softkeys see appropriate chapters Key or Softkey The softkeys described in this table are standard on all
17. Elements d 155 000 O 4 A Straight d 132 000 Q B Spiral a b C Curve d 122 000 R Radius c A a Perpendicular offset left E i b Perpendicular offset right c Increment d 102 000 d Stationing Define the element L Enter measure or select from memory the start and end points step by step 2 For curve and spiral elements the ROAD screen for defining the element appears ROAD ALIGHHENT Select Hethod and enter data Method Rad Par i Radius 400 000 m Parameter 600 000 m Length 400 000 m Direction Clk wise4 Type Spir Ind Back JC O DOO Co 3 For a curve element e Enter the radius and curve direction e Press OK ZF lt 6bBESMAX Applications Zoom20 30 35 Pro 68 Station and method Enter set out values 11 13 11 13 1 For a spiral element e Select the method to be used Rad Par or Rad Len e Enter the radius and parameter or radius and length depending on the method chosen e Select the type and direction of the spiral e Press OK Spiral type B si lt A Spiral in _ _ A B Sprial out When the element has been defined the ROAD MAIN appears Enter the station values and press SET OUT to select the point and offset center left or right to set out and start the measurement The correction from actual point to set out point is shown on the display MEASURE to measure or select points from memory to calculate the chainage line and offset from the defined element
18. Line amp Offset SET OUT To set out Next step Select a softkey option MEAS or SET OUT to proceed a subapplication Subapplication Measure Line amp Offset The Measure Line amp Offset subapplication calculates from measurements or coordinates longitudinal and orthogonal offsets and height differences of the target point relative to the reference arc Press MEAS from the REFERENCE ARC screen Description Calculated distance longitudinal to the reference arc Calculated distance perpendicular from the reference arc Calculated height difference relative to the start point of reference arc e Either press ALL to measure and record e Or press gt BACK to return to the REFERENCE ARC screen SS GbESMAX Applications Zoom20 30 35 Pro 64 11 10 4 Subapplication Setout Description Set out point Set out arc Set out chord Set out angle Access Set out point arc chord or angle GESMAX The setout subapplication calculates the difference between a measured point and the calculated point The reference arc application supports four ways to set out Set out chord Set out angle e Set out point e Set out arc Center point of arc Start point of arc End point of arc To set out a point by entering a line and an offset value Set out point Radius of arc j off EP CP SP EP L P R L Line offset SP R CP Off Perpendicular offset To set out a series
19. MapView screens For descriptions of mode specific Description Fit The fit icon fits all displayable data according to filters and the map configuration into the screen area using the largest possible scale To zoom into the map To zoom out of the map Tap on screen with stylus hold and move OR Left right up down arrow key The windowing icon zooms to a specified area window An area window can be drawn by dragging the stylus on the screen in a diagonal line to make a rectangular area or by tapping twice on the screen to define diagonally opposite corners of a rectangular area This action causes the screen to zoom to the selected area To move the view of a map up and down as well as left and right This is particularly useful when you have zoomed in on a view and want to move the view around to see other areas of interest 9 3 3 Point Symbols Symbols Symbol Description B amp W C amp T i Known point Calculated station i m Measured point GESMAX MapView Interactive Display Feature Zoom20 30 35 Pro 42 10 Applications Getting Started 10 1 Overview Description Applications are predefined programs that cover a wide spectrum of surveying duties and facilitate daily work in the field The following applications are available although application packages for each instru ment may vary from that stated below e Survey e Setout e Resection e Missing Line M
20. POLE to define the pole or EDM settings POLE SETTINGS Field Description Mode Changes the EDM Mode Type Changes the prism type GeoMax Const Displays the prism constant Pole Length Total length of 2 Dist Offset pole Dist P1 P2 Spacing between the centers of the prisms P1 and P2 Meas Tol Limit for the difference between the given and measured spacing of the prisms If the tolerance value is exceeded the function will issue a warning Next step In the 2 DIST OFFSET screen measure to the first and second prisms using ALL and the 2 DIST OFFSET RESULT screen is displayed 2 DIST OFFSET RESULT Displays Easting Northing and Height coordinates of the target point 2 DIST OFFSET RESULT Pt E 21 551 m N 10 141 m END E 11 665 m To record results and return to application where FNC was selected NEW To return to the 2 DIST OFFSET screen Next step Press END to return to the application where FNC was selected 7 6 Brg Dist Description This function calculates and displays the slope and horizontal distance height difference azimuth grade and coordinate differences between the last two measured points Valid distance measurements are required for the calculation Azi Azimuth SD Slope distance VD Height distance HD Horizontal distance SS DEZMA Functions Zoom20 30 35 Pro 37 Access CONTROL DISTANCE Messages Next step 7 7 1 Press FNC when within any applicatio
21. Select Inverse or Traver from the COGO menu Inverse Use the inverse subapplication to calculate the distance direction height difference and grade between two known points A Known N l P1 First known point P2 Second known point Unknown a Direction from P1 to P2 di Slope distance between P1 and P2 d2 Horizontal distance between P1 and P2 d3 Height difference between P1 and P2 Pl SS GbESMAX Applications Zoom20 30 35 Pro 52 Traverse 11 6 3 Access Bearing Bearing Bearing Distance Distance Distance GESMAX Use the traverse subapplication to calculate the position of a new point using the bearing and the distance from a known point Offset optional Pl Known P1 Known point a Direction from P1 to P2 di Distance between P1 and P2 d2 Positive offset to the right d3 Negative offset to the left Unknown P2 COGO point without offset P3 COGO point with positive offset P4 COGO point with negative offset Intersections Select the desired COGO method from the COGO menu e Brg Brg e Brg Dst e Dst Dst e Ln Ln Use the bearing bearing subapplication to calculate the intersection point of two lines A line is defined by a point and a direction f N Known P1 First known point P2 Second known point al Direction from P1 to P3 a2 Direction from P2 to P3 Unknown P3 COGO point Use the bearing distance subapplication to calculate the intersection point of a line and a circ
22. Time limit exceeded Time difference between measurements for results storage exceeds 15 Please repeat adjustment minutes Repeat the process Confirmation of the message required 13 4 Calibrating the Compensator Compensator index error a Mechanical vertical axis of the instrument also called standing axis b Plumb line c Longitudinal component I of the compensator index error d Transversal component t of the compensator index error The compensator index errors l t occur if the vertical axis of the instrument and the plumb line are parallel but the zero points of the compensator and the circular level do not coincide The calibration proce dure electronically adjusts the zero point of the compensator A longitudinal component in direction of the telescope and a transversal component perpendicular to the telescope define the plane of the dual axis compensator of the instrument The longitudinal compensator index error l has a similar effect as the vertical index error and effects all vertical angle readings The transversal compensator index error t is similar to the tilting axis error The effect of this error to the horizontal angle readings is 0 at the horizon and increases with steep sightings Access 1 Select Tools from the MAIN MENU 2 Select Calib from the TOOLS menu 3 Select Comp Index Check and adjust step Ste Description by step Level the instrument with the electronic level
23. at animals Labelling Laser Radiation Do not stare into the beam Class 2 Laser Product according to IEC 60825 1 2014 05 Pay 0 95 mW 640 nm b to 10 ms cw TS12_048 a Laser beam b Exit for laser beam SS GbESMAX Safety Directions Zoom20 30 35 Pro 12 1 7 Electromagnetic Compatibility EMC Description Z WARNING N CAUTION N CAUTION N CAUTION Bluetooth Z WARNING 1 8 The term Electromagnetic Compatibility is taken to mean the capability of the product to function smoothly in an environment where electromagnetic radiation and electrostatic discharges are present and without causing electromagnetic disturbances to other equipment Electromagnetic radiation can cause disturbances in other equipment Although the product meets the strict regulations and standards which are in force in this respect GeoMax cannot completely exclude the possibility that other equipment may be disturbed There is a risk that disturbances may be caused in other equipment if the product is used with accessories from other manufacturers for example field computers personal computers or other electronic equip ment non standard cables or external batteries Precautions Use only the equipment and accessories recommended by GeoMax When combined with the product they meet the strict requirements stipulated by the guidelines and standards When using compute
24. checking of lines for example for buildings sections of road or simple excavations It allows the user to define a reference line and then complete the following tasks with respect to that line e Line amp offset e Set out points 1 Select Apps from the MAIN MENU 2 Select R_LINE from the Apps menu 3 Complete application pre settings Refer to 10 Applications Getting Started Define the base line for the reference line Defining the Base Line Description Define the base line A reference line can be defined by referencing a known base line The reference line can be offset either longitudinally in parallel or vertically to the base line or be rotated around the first base point as required Furthermore the reference height can be selected as the first point second point or interpolated along the reference line The base line is fixed by two base points All points can be either measured manually entered or selected from the memory 1 1st base point 2 2nd base point 3 Base line 4 Reference line Next step After defining the base line the REFERENCE LINE screen will appear for defining the reference line SS GbESMAX Applications Zoom20 30 35 Pro 57 11 9 3 Defining the Reference Line Description The base line can be offset from either longitudinally in parallel or vertically or be rotated around the first base point This new line created from the off
25. defined as starting from a hinge point If the parameter offset right left and height difference are not entered the point at the defined chainage on the horizontal alignment is the hinge point P1 Measured point Horizontal alignment Defined offset Defined height difference Hinge point Defined slope Catch point Natural surface A Offset to catch point Cut fill to catch point Offset to hinge point Offset to alignment Height difference to hinge point Height difference to alignment AT JQ wno AA TF DW 5 Press Set Slip from the Define Setout Check Slope values screen 14 05 Circular 1 num amp Page 1 Define Slope Setout offset EEE Def Chain 10 000d SlopeType Right down 4 gt SlopeGrade 1 000 2 000 h Back Derautt _ oe Field Description Offset Horizontal offset from the horizontal alignment to define the hinge point Def Chain Defined chainage for stakeout SlopeType Type of slope Refer to Slope Type SlopeGrade Slope ratio Refer to Slope Grade Left up Hinge point Right up Left up Creates an upward plane extending to the left of the defined hinge point Right up Creates an upward plane extending to the right of the defined hinge point Left down Creates a downward plane extending to the left of TSOX_120 Left down Right down the defined hinge point Right down Creates a downward plane extending to the right of the
26. defined hinge point Ratio of the slope The unit for slope grade is defined in the GENERAL SETTINGS screen Refer to 5 1 General Settings Next step Press Slope Setout to proceed to the Slope Setout screen MAX Applications Zoom20 30 35 Pro 76 Slope Setout Sign convention Next step 11 00 Circular 1 H num amp Ja a 26 Tg tHGT 1 500 m Def Chain METET dChain t 90 243 m d ffset gt 71 219 m Fill 106 829 m Act Slp 1 0 152 hiv aL MEAS Rec gt gt gt Field Description DefChain Defined chainage for stake out dChain Difference between the defined chainage and the measured chainage Horizontal offset between the catch point of defined slope and the measured position Vertical offset between the catch point of the defined slope and the measured position A cut is above the slope a fill is below the slope Act Sip Measured slope of the reflector position to the hinge point Offs Hng Measured offset to the horizontal alignment including offset right and offset left Height difference to the hinge point The vertical offset between the defined height at the current chainage and the measured position including the defined height differ ence Slope distance from the measured point to the hinge point Height value of the measured point The measured chainage Measured offset to the horizontal alignment excluding offset right and offset left Height diff
27. installations If it is essential to work in this environment first contact the safety authorities responsible for the electrical installations and follow their instructions Be careful when pointing the product towards the sun because the telescope functions as a magnifying glass and can injure your eyes and or cause damage inside the product Precautions Do not point the product directly at the sun During dynamic applications for example stakeout procedures there is a danger of accidents occurring if the user does not pay attention to the environmental conditions around for example obstacles excava tions or traffic Precautions The person responsible for the product must make all users fully aware of the existing dangers Inadequate securing of the working site can lead to dangerous situations for example in traffic on building sites and at industrial installations Precautions Always ensure that the working site is adequately secured Adhere to the regulations governing safety and accident prevention and road traffic If the accessories used with the product are not properly secured and the product is subjected to mechan ical shock for example blows or falling the product may be damaged or people can sustain injury Precautions When setting up the product make sure that the accessories are correctly adapted fitted secured and locked in position Avoid subjecting the product to mechanical stress SS GbE
28. of equidistant points along the arc AL c j CP SP EP AL p NS R SP R CP AL Center point of arc Start point of arc End point of arc Set out point s Radius of arc Arc length Center point of arc Start point of arc To set out a series of equidistant chords along the arc End point of arc Set out point s P EP CP P SP EP P R Radius of arc SP R CP CL Chord length Center point of arc Start point of arc To set out a series of points along the arc defined by the angle segments from the center point of the arc End point of arc Measured point EP CP MP SP EP MP R Radius of arc SP R CP b Central angle 1 Press SETOUT from the REFERENCE ARC screen 2 Select one of the four methods of set out available Applications Enter the set out values Press PrevPt NextPt to toggle through the calculated set out points Field Distrib Description For set out arc Method of misclosure distribution If the entered arc length is not an integer of the whole arc there will be a misclosure None All of the misclosure will be added to the last arc section Equal Start Arc Start End The misclosure will be equally distributed between all sections All of the misclosure will be added to the first arc section The misclosure will be added half to the first arc section and half to the last arc section Arc Length Chord Length For set out chord The length of the chord to set out For s
29. on and setting up correctly the instrument is immediately ready for measuring Select Survey from the MAIN MENU SURVEY 1735 Circular Pt 1 Tg THT 1 500 m CODING Comment 9 To find enter codes Refer to 8 1 Coding H A 45 f000 q jf gt gt gt STN Wo A 63 2500 q amp To enter station data and set the station sDIST 26 000 m gt SS Set HA To set the horizontal direction orientation The procedure for the quick start Survey is identical to the procedure for the application Survey available under the Apps menu Therefore this procedure is only described once within the application chapter Refer to 11 2 Survey MAX Operation Zoom20 30 35 Pro 24 4 6 Distance Measurements Guidelines for Correct Results Description RL measurements IR measurements Z WARNING A laser distancer EDM is incorporated into the instruments In all versions the distance can be deter mined by using a visible red laser beam which emerges coaxially from the telescope objective There are two EDM modes e Prism measurements IR e Reflectorless measurements RL e When a distance measurement is triggered the EDM measures to the object which is in the beam path at that moment If a temporary obstruction for example a passing vehicle heavy rain fog or snow is between the instrument and the point to be measured the EDM may measure to the obstruction e Be sure that the laser beam is not r
30. ordered in ascending order of sort type Double PtID Sets if multiple points are able to be recorded with the same point ID in the same job Allowed Allows multiple points with the same point ID Not Allowed Sort Type Time Lists are sorted by time of entry Pt Lists are sorted by Point IDs Sort Order Descending Ascending Pre Suffix gt Only used for Setout program Prefix Adds the character entered for Identifier in front of the original point number of the point to be staked Suffix Adds the character entered for Identifier at the end of the orig inal point number of the point to be staked Off The staked point is stored with the same point number as the point to be staked Identifier S Only used for Setout program The identifier can be up to four characters and is added at the start or end of a point number of a point to be staked Tilt and horizontal corrections Setting Correction Tilt correction Horizontal correction Incline longitu Incline trans dinal versal Horizontal Tilting axis collimation 5 2 EDM Settings Description The settings on this screen define the active EDM Electronic Distance Measurement Different settings for measurements are available with Reflectorless RL and Prism IR EDM modes Access EDM SETTINGS 1 Select Settings from the MAIN MENU 2 Select EDM from the Settings menu 17 12 Circular 1 MH ww amp Page 1
31. product Person responsible for the product 1 5 Z CAUTION Z DANGER Z CAUTION Z WARNING Z WARNING N CAUTION GeoMax AG CH 9443 Widnau hereinafter referred to as GeoMax is responsible for supplying the product including the user manual and original accessories in a safe condition The person responsible for the product has the following duties e To understand the safety instructions on the product and the instructions in the user manual e To ensure that it is used in accordance with the instructions e To be familiar with local regulations relating to safety and accident prevention e To inform GeoMax immediately if the product and the application becomes unsafe e To ensure that the national laws regulations and conditions for the operation of e g radio transmitters or lasers are respected Hazards of Use Watch out for erroneous measurement results if the product has been dropped or has been misused modi fied stored for long periods or transported Precautions Periodically 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 meas urements Because of the risk of electrocution it is dangerous to use poles and extensions in the vicinity of electrical installations such as power cables or electrical railways Precautions Keep at a safe distance from electrical
32. the current number of segments Includes the misclosure segment length if applicable Horizontal direction from the measured point to the setout point Positive if the tele scope must be turned clockwise to the setout point Horizontal distance from the measured point to the setout point Positive if the setout point is further away than the measured point Height difference from the measured point to the setout point Positive if the setout point is higher than the measured point Longitudinal distance from the measured point to the setout point Positive if setout point is further away than the measured point do Perpendicular distance from the measured point to the setout point Positive if setout point is to the right of the measured point Coordinates invalid No coordinates or invalid coordinates for a point Ensure that points used have at least Easting and Northing coordinates Recording to interface Data Output is set to Interface in the GENERAL SETTINGS menu To be able to successfully start reference line Data Output must be set to Int Memory e Either press ALL to measure and record e Or press ESC to return to the Define Line Segment screen and from there press BACK to return to REFERENCE LINE screen e Or continue selecting ESC to exit the application Reference Element Reference Arc Overview The Reference Element Arc application allows the user to define a reference arc and
33. then complete the following tasks with respect to the arc e Line amp offset e Set out Point Arc Chord Angle 1 Select Apps from the MAIN MENU 2 Select R_ARC from the Apps menu 3 Complete application pre settings Refer to 10 Applications Getting Started Define the reference arc Zoom20 30 35 Pro 63 11 10 2 Defining the Reference Arc Description ee Access Reference Arc Measure to start point REFERENCE ARC 11 10 3 Description Access Measure Next step The reference arc can be defined by a center point and start point or a start point end point and radius All points can be either measured manually entered or selected from the memory P Off EP SP Start point EP End point L CP Center point R Radius of arc L Distance from start of arc following curve SP R CP Off Perpendicular distance from arc All arcs are defined in a clockwise direction and all calculations are made in two dimensions Select Arc and then the method to define the arc by e Start Centre Pt e Start End Pt Rad e 3 Points Field Description Point ID of the start point Point ID of the center point End Pt Point ID of the end point Radius Radius of the arc Next step After defining the reference arc the REFERENCE ARC screen will appear REFERENCE ARC StartPt P410 EndPt P411 New CRORE Z O Aaen To define a new base arc Radius 32 000 m MEAS To measure
34. then the results are ordered according to the entry date The instrument finds the most recent known point first Direct search By entering an actual point number for example 402 and pressing SEARCH all points within the selected job and with the corresponding point number are found POLNT SEARCH Job ET oe 402 select job or enter point coordinates manually SEARCH To search for matching points within the selected job Wildcard search The wildcard search is indicated by a The asterisk is a place holder for any following sequence of char acters Wildcards should be used if the point number is not fully Known or to search for a batch of points Examples of point All points are found searches A All points with exactly the point number A are found A All points starting with A are found for example A9 A15 ABCD A2A 1 All points containing only one 1 are found for example 1 Al AB1 A 1 All points starting with A and containing only one 1 are found for example A1 AB1 A51 0l m MAX User Interface Zoom20 30 35 Pro 20 4 1 Description ee Tripod Setup step by step 0l m y z Operation Instrument Setup This topic describes an instrument setup over a marked ground point using the laser plummet It is always possible to set up the instrument without the need for a marked ground point Important features It is always recommended to shield the instrument f
35. 01 Type ZOOM XX Pro Artno Equip No 1234567 123456 Power arasa Voa a AMN S No GeoMax AG 123456 CH 9443 Widnau Manufactured 20XX Designed in Switzerland Made by Hexagon in China Complies with FDA performance standards for laser products Pxroph ror dev ations pursuant to Laser Notice No 50 dated esi 0 A 658nm tp 800p IEC 60825 1 2014 009297_001 Zoom20 30 35 Pro 10 1 6 4 Red Laser Pointer General The laser pointer built into the product produces a visible red laser beam which emerges from the telescope objective The laser product described in this section is classified as laser class 3R in accordance with e IEC 60825 1 2014 05 Safety of laser products Direct intrabeam viewing may be hazardous low eye hazard level in particular for deliberate ocular expo sure The beam may cause dazzle flash blindness and after images particularly under low ambient light conditions The risk of injury for laser class 3R products is limited because of 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 permissible exposure to laser radiation MPE c natural aversion behaviour for exposure to bright light for the case of visible radiation Description Value R400 R1000 658 nm 4 8 mW 800 ps 0 2 mrad x 0 3 mrad A CAUTION From a Safety perspective cl
36. 2 3 Importing Data Description Data can be imported to the internal memory of the instrument via a USB memory stick Importable data When importing data the instrument automatically stores the file in a directory folder based on the file formats extension The following data formats can be imported Data Type File extension Recognised as Known points Format file Codelist cls Codelist file Access 1 Select Trans from the MAIN MENU 2 Select Import from the DATA IMPORT amp EXPORT menu SS GbESMAX Data Management Zoom20 30 35 Pro 80 DATA IMPORT Import data step by step 12 4 Insert a USB memory stick step by step DATA MPORT From USB Stick To Instrument File single File File Single File 1 Press OK in the DATA IMPORT screen to proceed to the USB memory stick file directory 2 Select the file on the USB memory stick to be imported and press OK 3 Define the Job name for the imported file and if requested the file definition and layers and press OK to import If a Job with the same name already exists in the internal memory a message will appear with the options to overwrite the existing job or rename the job for the file being imported 4 A message will display once the file has been successfully imported Working with a USB Memory Stick Lift the lid covering the USB host port on the instrument Insert the USB memory stick into the USB host port Always return to the Mai
37. 24 Weight Instrument 4 2 kg 4 5 kg depending on hardware configuration Tribrach 760g Battery ZBA400 110g Tilting axis height Without tribrach 196 mm With tribrach 240 mm 5 mm Recording Model Memory Type Number of measurements Zoom20 Internal memory 50 000 Zoom20 Pro Zoom30 Pro Zoom35 Pro Laser plummet Type Visible red laser class 2 Location In standing axis of instrument Accuracy Deviation from plumb line 1 5 mm 2 sigma at 1 5 m instrument height Diameter of laser point 2 5mm at 1 5 m instrument height Power External supply voltage Nominal voltage 12 8 V DC Range 11 5 V 14 V via serial interface Battery ZBA400 Type Li lon Voltage 7 4V Capacity 4 4 Ah Operating time approximately 9 hours Based on a single measurement every 30s at 25 C Operating time may be shorter if battery is not new Environmental specifi Temperature cations Type Operating temperature Storage temperature C F C F Zoom instrument 20 to 50 4 to 122 40 to 70 40 to 158 Battery 20 to 50 4 to 122 40 to 70 40 to 158 Protection against water dust and sand Type Protection Zoom instrument IP55 IEC 60529 Dust proof and complete protection against contact and water jets SG DEZMA Technical Data Zoom20 30 35 Pro 94 Navigation Light Automatic corrections 15 7 Use of scale correction Atmospheric correction Atmospheric correc tions C 0l
38. 4 4r 54 NEW To create a new job F 6GESMAX Applications Getting Started Zoom20 30 35 Pro 43 Recorded data Next step 10 4 Field Description Name of an existing job to be used Name of user if entered Date Date the selected job was created Time Time the selected job was created Next step e Either press OK to continue with the selected job e Or press NEW to open the NEW JOB screen and create a new job Once a job is set up all subsequent recorded data will be stored in this job If no job was defined and an application was started or if in Survey and a measurement was recorded then the system automatically creates a new job and names it DEFAULT Press OK to confirm the job and return to the Pre Settings screen Selecting the Station Description Access Station input ee Next step 10 5 10 5 1 Description Access 10 5 2 Access GESMAX All measurements and coordinate computations are referenced to the set station coordinates The station coordinates that are set must include e at least grid coordinates E N and e the station height if required The coordinates can be entered manually or selected from the memory Directions X Easting Y Northing Z Height Station coordinates Stn X Easting coordinate of station Stn Y Northing coordinate of station Select Select Station in the Pre settings screen Description Station name of
39. 50 C 50 C N amp 5 o D Va O 40 C a 40 C ve nN RY a 30 C oe 30 C o G 20 C Hoe 20 C E o 10 C Po 10 C D Ko a S 0 C Po 0 C N Es Po 10 C Se 10 C Wy Ps 20 C 20 C 550mb 600 650 700 750 800 850 900 950 10001050 mb 1wa a aa a y y y y y y 5000 m450040003500 3000 2500 2000 1500 1000 500 Om MAX Technical Data Zoom20 30 35 Pro 95 Atmospheric correction Atmospheric corrections in ppm with temperature F air pressure inch Hg and height ft at 60 rela oF tive humidity 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 inch Hg 130 F 7 130 F Do Ve LAVAL AA LAA LYALL 110 F 100 F 90 F 80 F 70 F 4 60 F 50 F 40 F 30 F 20 F 10 F 0 F 10 F 20 F 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 inch Hg AASA O LO OC WO CO WO OO LH ANA HW amp ft SSIS LE LPS Se D aS Ss se is Pay mi Ro o 15 8 Reduction Formulas Formulas a Mean Sea Level b Instrument C Reflector SD Slope distance HD Horizontal distance VD Height difference The instrument calculates the slope distance horizontal distance and height difference in accordance with the following formulas Earth curvature 1 R and mean refraction coefficient k 0 13 are automatically taken into account when calculating the horizontal distance and height difference The
40. FERENCE ARC screen e Or continue selecting ESC to exit the application 11 11 Construction 11 11 1 Starting Construction Description Construction is an application used to define a construction site by combining set up of the instrument along a construction line measuring and setting out points in relation to the line Access 1 Select Apps from the MAIN MENU 2 Select CONSTR from the Apps menu 3 Select Set EDM to set the EDM settings Refer to 5 2 EDM Settings 4 Select e New line To define a new construction site or e Continue line To continue with a previous construction site Skips set up ae If coordinates were entered by COORD and measured to known points a plausibility check displays the calculated line length the actual length and the difference Next step Measure to the line start and end points and the LAY OUT screen appears Ss BGESMAX applications Zoom20 30 35 Pro 66 11 11 2 Layout Description Search or enter points for setting out relative to the defined construction line The on screen graphics show the position of the prism relative to the set out point Below the graphic the exact values are displayed combined with arrows to show the direction for setting out the point oa e Be aware that the line start point and the line end point are measured in the previous coordinate system When setting out these points they appear in the old system and appear as shifted e During use of the applicatio
41. General from the Settings menu D l 3 Press to scroll through the screens of available settings GENERAL SETTINGS 16 37 Q Circular 1 num V A Setting V After MEAS Auto Off i Enab1 e d Berar O CO Field Description Tilt Corr Off Tilting compensation deactivated On Vertical angles refer to the plummet line and the horizontal directions are corrected by the standing axis tilt For corrections depending on the HA Corr setting refer to the table Tilt and horizontal corrections S If the instrument is used on an unstable base for example a shaking platform or ship the compensator should be deactivated This avoids the compensator drifting out of it s measuring range and interrupting the measuring process by indicating an error H A Corr On Horizontal corrections are activated For normal operation the horizontal correction should remain active Each measured hori zontal angle will be corrected depending on the vertical angle For corrections depending on the Tilt Corr setting refer to the table Tilt and horizontal corrections Off Horizontal corrections are deactivated Set horizontal angle to clockwise direction measurement Set horizontal angle to counter clockwise direction measure ment Counter clockwise directions are displayed but are saved as clockwise directions V A Setting Sets the vertical angle Zenith Zenith 0 Horizon 90 Horizont Zenith 90 Horizon 0 V
42. Height coordinates of station E N Z Easting Northing and Height coordinates of target point MAX Glossary Zoom20 30 35 Pro 99 Appendix A Menu Tree S Depending on local firmware versions the menu items may differ Menu Tree IZ Apps Surve Setout Resection Missing Line Measurement OGO Inverse Traverse Bearing Bearing Bearing Distance Distance Distance Line Intersection Distance Offset Set Point by Distance Offset Plane Offset Line Extension Area Remote Elevation Reference Line Reference Arc Construction Road 2D Road 3D Data Jobs l Known Points Observations Code Library Formats Erase Job Memory USB Explorer Settings General Y Tilt Correction HA Correction HA Increment VA Setting V After Dist Auto Off Angle Unit Minimum Reading Distance Unit Distance Decimal Temperature Unit Pressure Unit Grade Unit Beep Sector Beep Setout Beep Screen Illumination Crosshair Illumination Data Output GSI Format Mask Code Saving Language Language Choise Tougn Screen Double PtID Sort Type Sort Order Pre Suffix denti ier 1 te EDM Mode Prism Type GeoMax Const Abs Const Laser Beam NavLight
43. RF_VT_Axis_01 gsi File names can be 16 characters long The uploaded or created road alignments are permanent and stored even if the program is closed Road alignments can be deleted onboard or via GGO Data Exchange Manager Ss GES MAX Applications Zoom20 30 35 Pro 69 11 13 2 Basic Terms Elements of a road project Any project Road projects consist in general of a horizontal and a vertical alignment point P1 has E N and Z coordinates in a deter mined coordinate system and has three positions P1 P1 P1 With a seco P1 P2 P1 P2 P1 P2 Horizontal geometry elements Position on natural surface Position on vertical alignment Position on horizontal alignment nd point P2 the alignment is defined Projection of the alignment onto the natural surface Vertical alignment Horizontal alignment Grade angle between the vertical and horizontal alignment Natural surface Horizontal alignment Vertical alignment For onboard input Road 3D supports the following elements for horizontal alignments Element Description A straight has to be defined by Start point P1 and end point P2 w P2 P1 P2 A circular curve has to be defined by e Radius R P1 ith known Easting and Northing coordinates Start point End point Start point P1 and end point P2 with known Easting and Northing coordinates Direction Clockwise b or Anticlockwise a Start po
44. Refer to Level up with the electronic level step by step Press REC to measure the first face No target has to be aimed at REC to release the measurement in the other face If one or more errors are bigger than the predefined limits the procedure must be repeated All measurements of the current run are rejected and are not averaged with the results from previous runs Measure the target The standard deviations of the determined adjustment errors can be calculated from the second run onwards 0l m MA Calibration Zoom20 30 35 Pro 85 13 5 Calibrating the Circular Level of the Instrument and Tribrach Calibrate the circular level step by step 13 6 ee Inspect the laser plummet step by step 0l m 1 Place and secure the tribrach onto the tripod and then secure the instrument onto the tribrach 2 Using the tribrach footscrews level the instrument with the electronic level To activate the electronic level turn on the instrument and if tilt correction is set to 1 or 2 axis the Level amp Plummet screen appears automatically Alternatively press FNC from within any application and select Level amp Plummet 3 The bubbles of the instrument and tribrach levels must be centered If one or both circular levels are not centered adjust as follows Instrument If the bubble extends beyond the circle use the Allen key supplied to center it with the adjustment screws
45. SB memory stick This process is described below 1 Select Tools from the MAIN MENU 2 Select Load FW from the TOOLS MENU Never disconnect the power supply during the system upload process The battery must be at least 75 Capacity before commencing the upload 1 To load firmware and languages Select Firmware The Select File screen will appear To load only languages Select Languages only and skip to step 4 2 Select the firmware file from the system folder of the USB memory stick All firmware and language files must be stored in the system folder to be transferred to the instrument Press OK 4 The Upload Languages screen will appear displaying all language files in the system folder of the USB memory stick Select Yes or No for a language file to be uploaded At least one language must be set to Yes w 5 Press OK 6 Press Yes on the power warning message to proceed and upload the firmware and or selected languages 7 Once successfully loaded the system will shutdown and restart again automatically GES MAX Tools Zoom20 30 35 Pro 33 7 Functions 7 1 Overview Description Functions can be accessed by pressing FNC from any measurement screen FNC opens the functions menu and a function can be selected and activated Functions Description None arn Level Activates the laser plummet and electronic level Refer to 7 2 Offset Del Obs Deletes the last recorded data block This can be either a measure
46. SI coding Codes are always stored as free codes WI41 49 that means that codes are not directly linked to a point They are stored before or after the measurement depending on the setting made A code is always recorded for each measurement as long as the code is displayed in the Code field For a code not to be recorded the Code field must be cleared This can be set to occur automatically Refer to 5 1 General Settings Access e Either select Survey from the MAIN MENU and press gt CODING e Or press FNC when within any application and select Code Library CODE LIBRARY CODE LIBRARY 172 Code 552 4 Comment CODEDE SC REC Text 1 cs To record the code without measurement Text 2 ee AddLst To add the entered code to the codelist Description Search New Code name After entry the firmware searches for a matching code name and displays these in the code field If a matching code name doesn t exist this value becomes the new code name List of existing code names Comment Additional remarks Textil to Text8 More information lines freely editable Used to describe attributes of the code Extend edit codes To each code a description and a maximum of 8 attributes with up to 16 characters each can be assigned Existing code attributes displayed in fields Text 1 to Text 8 can be overwritten freely with the following exceptions The codelist editor of GGO can assign a status to the a
47. SMAX Safety Directions Zoom20 30 35 Pro 7 Z WARNING Z WARNING Z WARNING Z WARNING Z WARNING Z WARNING Z WARNING GESMAX If the product is used with accessories for example masts staffs poles you may increase the risk of being struck by lightning Precautions Do not use the product in a thunderstorm During the transport shipping or disposal of batteries it is possible for inappropriate mechanical influences to constitute a fire hazard Precautions Before shipping the product or disposing of it discharge the batteries by running the product until they are flat When transporting or shipping batteries the person in charge of the product must ensure that the appli cable national and international rules and regulations are observed Before transportation or shipping contact your local passenger or freight transport company High mechanical stress high ambient temperatures or immersion into fluids can cause leakage fire or explosions of the batteries Precautions Protect the batteries from mechanical influences and high ambient temperatures Do not drop or immerse batteries into fluids If battery terminals are short circuited e g by coming in contact with jewellery keys metalized paper or other metals the battery can overheat and cause injury or fire for example by storing or transporting in pockets Precautions Make sure that the battery terminals do not come into contact with metalli
48. Same face tion S BEY MAX Applications Getting Started Zoom20 30 35 Pro 45 Stn Orientation result Description Number of points used in the calculation Station name for which the orientation has been set Horizontal correction Standard deviation indicating the potential variance between the true orientation and that calculated Next step e Either press Resid to display the residuals e Or press OK to set the orientation and return to the Pre Settings screen Stn Orientation Resid uals 1 Actual 2 Design P2 Target point d Offs Height correction d HD Correction in horizontal distance d HA Correction in horizontal direction The difference in height to the target point E If no orientation was set and an application was started or if in Survey and a measurement was recorded then the current horizontal direction is set as the orientation Next step Select GO to begin the application F 6GESMAX Applications Getting Started Zoom20 30 35 Pro 46 11 11 1 Description of fields 11 2 Applications Common Fields The following table describes common fields that are found within the firmware applications These fields are described here once and not repeated in the application chapters unless the field has a specific meaning within that application Field Description Pt Pt 1 Point ID of the point HA Horizontal direction to the point vs
49. Sets the GSI output format GSI 8 81 00 12345678 GSI 16 81 00 1234567890123456 Sets the GSI output mask Maski Pt HA VA sDIST ppm mm TgtHGT Instr h Mask2 Pt HA VA sDIST E N Z TgtHGT Mask3 StationI D E N Z Instr h Station StationI D Ori E N Z Instr h Station Result Pt E N Z Control Pt HA VA Set Azimuth Pt HA VA SD ppm mm TgtHGT E N Z Measurement Code Saving Language Lang Choice Sets if the codeblock is saved before or after the measurement Refer to 8 1 Coding Sets the chosen language The current loaded language s are shown A selected language can be deleted by pressing DelLng This function is available if more than one language is installed and the selected language is not the chosen operating language If multiple languages are loaded a screen to choose the language can be shown directly after switching on the instrument On The language screen is shown as the startup screen Off The language screen is not shown as the startup screen Touch Screen Available for Color amp Touch display only On The touch screen is activated Off The touch screen is deactivated S Press Calib to calibrate the touch screen Follow the instruc tions on the screen GES MAX Settings Zoom20 30 35 Pro 28 Field Description Does not allow multiple points with the same point ID Lists are ordered in descending order of sort type Lists are
50. T OUT 1 3 Find 4 Pt M a Tq tHGT 1 500 m gt MANUAL dH A q 0 3000 4 To manually enter coordinates of a point d H D t 0 345 m B amp D d d 0 846 m To enter the direction and horizontal distance to a set out point D Ca Press Q to move through the pages The bottom three measurement fields on the screen will change for the Polar Orthogonal or Cartesian modes Field Description Value for Point ID search After entry the firmware searches for matching points and displays these in Pt If a matching point doesn t exist the pointsearch screen opens Angle offset Positive if set out point is to the right of the measured point Horizontal offset Positive if set out point is further away than the measured point d d Z Height offset Positive if set out point is higher than the measured point SS GbESMAX Applications Zoom20 30 35 Pro 48 Field Description dLength Longitudinal offset Positive if set out point is further away than the measured point dTrav Perpendicular offset Positive if set out point is to the right of the measured point dE Easting offset Positive if set out point is to the right of the measured point Northing offset Positive if set out point is further away than the measured point Height offset Positive if set out point is higher than the measured point Next step e Either press ALL to record measurements for a set out po
51. To display details of the firmware package installed on the instrument DATE To change the date and format Serial 123456 Firm DATE C CEA Zoom20 30 35 Pro 32 6 4 Page 3 08 27 Circular 1 SH wm Page 1 gt Page 2 Page 3 gt Job 4 Stations 3 Known points 0 Meas Records 22 Occ Job Mem C J O Occ Sys Mem 382 FORMAT Formatting deletes all jobs formats codelists FORMAT J Back and languages All settings are reset to default gt Before selecting FORMAT to format the internal memory ensure that all important data is first transferred to a computer Jobs formats codelists setting files uploaded languages and firm ware are deleted by formatting Field Description Serial Displays the serial number of the instrument Battery Displays the battery charging state Time Displays the current time Select the job for displaying job specific information Stations Displays the number of stored stations Meas Records Displays the number of recorded data blocks Occ Sys Mem Displays the occupied system memory space Loading Software Description Access ee Loading firmware and languages step by step To load application software or an additional language connect the instrument to GGO via the serial inter face or USB and load using GGO Software Upload Refer to the GGO online help for further information The software can be loaded via a U
52. USB Stick Observations KnownPts Observ amp KnownPts Road Data Code Format Configuration Backup Select Job Displays the selected job file Export data step by 1 Press OK in the DATA EXPORT screen after selecting the export details step 2 Select the data format and press OK or SEND S The ASCII data format is only available for data exports to a USB memory stick not via the RS232 serial interface T All jobs will be stored in the backup folder created on the USB memory stick The job data will be stored as individual database files for each job which can then be imported again Refer to 12 3 Importing Data Exportable job data Job data can be exported from a job in a variety of file types A format can be defined in GGO Format formats Manager Refer to the online help of GGO for information on creating format files RS232 example job data output Within the Data Type setting Observations a data set could be shown as follows 11 00000D19 21 022 16641826 22 022 09635023 31 00 00006649 58 16 00000344 81 00 00003342 82 00 00005736 83 00 00000091 87 10 00001700 GSI IDs GSI IDs continued Pt Codes and attributes Horizontal direction a ppm and Prism constant Vertical angle Prism constants Orientation 4 E N Z Target point Slope distance E N Z Station point Horizontal distance Reflector height 33 amp Height difference 88 4 Instrument height 1
53. X Applications Zoom20 30 35 Pro 47 11 3 Set Out Description Set Out is an application used to place marks in the field at predetermined points These predetermined points are the points to be staked The points to be staked may already exist in a job on the instrument or be manually entered The application can continuously display differences between current position and desired set out position Set Out modes Points can be staked using different modes Polar mode Orthogonal to station mode and Cartesian mode Polar Set Out mode 1 Current position 2 Point to be set out dHD Longitudinal offset positive if point to be setout is further away dHA Angle offset positive if point to be setout is to the right of the actual direction 1 Current position 2 Point to be set out dL Longitudinal offset positive if nominal point is further away dT Transversal offset perpendicular to line of sight positive if nominal point is to the right of the measured point dHA Angle offset positive if nominal point is to the right of the actual direction 1 Current position 2 Point to be set out dE Easting offset between point to be set out and actual point dN Northing offset between point to be set out and actual point Access 1 Select Apps from the MAIN MENU 2 Select SETOUT from the Apps menu 3 Complete application pre settings Refer to 10 Applications Getting Started SET OUT SE
54. a previously saved station position If no station was set and an application was started or if in Survey and a measurement was recorded then the last station is set as the current station The Inst H field appears once the station coordinates have been entered Enter the instrument height if desired and press OK to return to the Pre Settings screen Selecting the Orientation Overview All measurements and coordinate computations are referenced to the orientation of the set station The orientation can be entered manually or determined from points that are either measured or selected from the memory Applications Getting Started Select Select Orientn in the Pre settings screen and choose e Angle To enter a new bearing Refer to 10 5 2 Manual Orientation e Coordinates To calculate and set the orientation using existing coordinates A maximum of five target points can be used Refer to 10 5 3 Orientation with Coordinates Manual Orientation Select Angle in the STN ORIENTATION screen Zoom20 30 35 Pro 44 MANUAL ANGLE MANUAL ANGLE SETTING SETTING Brg lt PS 000 g TatHGT 1 500 m HA 0 To set Brg 0 Field Description Horizontal direction of the station TgtHGT Height of the reflector BS ID Point ID of the backsight point Next step e Either press ALL to measure and record the distance and horizontal angles This will calculate and set the orientation and return to the Pr
55. approved prior to use and operation 2402 2480 MHz Bluetooth 2 5 mW 15 6 General Technical Data of the Instrument Telescope Magnification 30 x Free Objective aperture 40 mm Compensation Level Control unit Instrument Ports Focusing Field of view 1 7 m 5 6 ft to infinity 1 30 1 66 gon 2 7 m at 100m Quadruple axis compensation 2 axis compensator with HA collimation and VA Index Angular accuracy Setting accuracy Setting range Circular level sensitivity 6 2 mm Electronic level resolution 2 B amp W display C amp T display Name 288 x 160 pixels LCD backlit 8 lines with 31 characters each heatable temp lt 5 320 x 240 pixels QVGA LCD backlit 9 lines with 31 characters each keyboard illumination Description Serial USB 6 pin Hiroshi for power communication data transfer This port is located at the base of the instrument USB host port Bluetooth USB memory stick port for data transfer Bluetooth connections for communication and data transfer Only for Zoom30 Pro Zoom35 Pro instruments Ss GES MA Technical Data Zoom20 30 35 Pro 93 Instrument Dimensions z le As No M ETA E Di E O O gt 2 A rt 86 6 mm a ala 86 6 mm __173 2mm zoom 0
56. ar 1 MH nm amp TgtHGT 1 500 m Offset Centreldi gt Chainage 95 555 m Offs Hng 14 094 m dH Hinge 0 400 m Act Slp 1 0 028 h v Field Description Offset Defined horizontal offset Left Right or Center Chainage Current chainage from measured point Offs Hng Offset to hinge Measured offset to the horizontal alignment including offset right and offset left dH Hinge Height difference to the hinge point The vertical offset between the defined height at the current chainage and the measured position including defined height difference Act Sip The measured slope ratio of the measured point to the hinge point sDIST Hng Slope distance from the measured point to the hinge point Height value of the measured point Measured offset to the horizontal alignment excluding offset right and offset left Height difference to the alignment The vertical offset between defined height at the current chainage and the measured position excluding the defined height difference sDIST Aln Slope distance from the measured point to the alignment e Either press ALL to measure and record e Or press ESC to return to the Define Setout Check Slope values screen e Or continue selecting ESC to exit the application SS GbESMAX Applications Zoom20 30 35 Pro 78 12 12 1 Access DATA MANAGEMENT 12 2 Data Management Data Management Select Data from the MAIN MENU The Data Manag
57. ass 3R laser products should be treated as potentially hazardous Precautions 1 Prevent direct eye exposure to the beam 2 Do not direct the beam at other people A CAUTION Potential hazards are not only related to direct beams but also to reflected beams aimed at reflecting surfaces such as prisms windows mirrors metallic surfaces etc Precautions 1 Do not aim at areas that are essentially reflective such as a mirror or which could emit unwanted reflections 2 Do not look through or beside the optical sight at prisms or reflecting objects when the laser is switched on in laser pointer or distance measurement mode Aiming at prisms is only permitted when looking through the telescope Labelling Laser Radiation Avoid direct eye exposure Class 3R Laser Product according to IEC 60825 1 2014 05 Pay 4 8 mW 658 nm tp 400 ps 009298_001 Type ZOOM XX Pro Artno Equip No 1234567 123456 Power asss HW Seca sad S No GeoMax AG 123456 CH 9443 Widnau Manufactured 20XX Designed in Switzerland Made by Hexagon in China Complies with FDA performance standards for laser products except for deviations pursuant to Laser Notice No 50 dated une This de s with part 15 of the FCC Rules Operatii to the following two conditions not cause harmful i Pav 4 8mW A 658nm tp IEC 60825 1 2014 009297_001 SS GbESMAX Safety Directions Zoom20 30 35 Pro 11 1 6 5 Navigatio
58. ates H 302 6000 g if at least two points and a distance were meas VA 287 2000 g ured hDIST 31 355 m Q NextPt To return to the Enter target data screen to select the next known point Next step e Either press NextPt to measure the next known point e Or press CALC to calculate the station position SS GbESMAX Applications Zoom20 30 35 Pro 49 11 4 2 Measuring Information Measurement sequences Dual face measure ments er Measurements not included in computa tions 11 4 3 The following measurement sequences are possible e Horizontal direction and vertical angles only resection e Distance and horizontal direction and vertical angle e Horizontal direction and vertical angles to some point s and horizontal direction and vertical angles plus distance to other point s Single face single face II or dual face and II measurements are always possible No specific point sequence or specific face sequences are required When measuring the same target in both faces the reflector height may not be changed when observing in the second face Error checks are made for dual face measurements to ensure the same point is sighted with the other face If a target point is measured several times in the same face only the last valid measurement is used for computation Target points with 0 000 height are discarded for height processing If a target point has a valid height of 0 000 m us
59. ating Line of Sight and Vertical Index Error Line of sight error The line of sight error or horizontal collimation error is the deviation from the perpendicular between the tilting axis and the line of sight The effect of the line of sight error to the horizontal direction increases with the vertical angle a Tilting axis b Line perpendicular to tilting axis c Horizontal collimation or line of sight error d Line of sight Vertical index 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 This is a constant error that affects all vertical angle read ings a Mechanical vertical axis of the instrument also called standing axis b Axis perpendicular to the vertical axis True 90 c Vertical angle is reading 90 d Vertical index error S By determining the vertical index error the electronic level is adjusted automatically Access 1 Select Tools from the MAIN MENU 2 Select Calibr from the TOOLS MENU e Select HA collimation or e Vertical Index ae The procedures and conditions required to correct line of sight and vertical index errors are the same therefore the procedure will only be described once Calibration step by step 1 Level the instrument with the electronic level Refer to 4 Operation Level up with the electronic level step by step 2 Aim at a point approximately 100 m f
60. c objects If you open the product either of the following actions may cause you to receive an electric shock e Touching live components e Using the product after incorrect attempts were made to carry out repairs Precautions Do not open the product Only GeoMax authorised service workshops are entitled to repair these products If the product is improperly disposed of the following can happen e If polymer parts are burnt poisonous gases are produced which may impair health e If batteries are damaged or are heated strongly they can explode and cause poisoning burning corro sion or environmental contamination e By disposing of the product irresponsibly you may enable unauthorised persons to use it in contraven tion of the regulations exposing themselves and third parties to the risk of severe injury and rendering the environment liable to contamination Precautions The product must not be disposed with household waste Dispose of the product appropriately in accordance with the national regulations in force in your country Always prevent access to the product by unauthorised personnel Product specific treatment and waste management information is available from GeoMax AG Only GeoMax authorised service workshops are entitled to repair these products Safety Directions Zoom20 30 35 Pro 8 1 6 Laser Classification 1 6 1 General General The following chapters provide instructions and training informatio
61. calculated hori zontal distance relates to the station height and not to the reflector height Slope distance SD Displayed slope distance m SES 2 ae E sen inin DO Uncorrected distance m ppm Atmospheric scale correction mm km mm prism constant mm Horizontal distance HD Y A X Y HD Horizontal distance m Y SD sind X SD cosZ Vertical circle reading A 1 k 2 R 1 47 107 mt k 0 13 mean refraction coefficient R 6 378 10 m radius of the earth Height difference 7 2 VD Height difference m ee A Y SD sing X SD cos Vertical circle reading B 1 k 2R 6 83 10 m k 0 13 mean refraction coefficient R 6 378 10 m radius of the earth ZF 5bESMAX Technical Data Zoom20 30 35 Pro 96 16 Software Licence Agreement Software Licence Agree ment This product contains software that is preinstalled on the product or that is supplied to you on a data carrier medium or that can be downloaded by you online according to prior authorisation from GeoMax Such software is protected by copyright and other laws and its use is defined and regulated by the GeoMax Software Licence Agreement which covers aspects such as but not limited to Scope of the Licence Warranty Intellectual Property Rights Limitation of Liability Exclusion of other Assurances Governing Law and Place of J urisdiction Please make sure that at any time you fully comply with the terms and conditions of the GeoMax Soft
62. ccess Distance Offset Set point by Plane 0l m Select the desired COGO method from the COGO menu e DistOff e Set Pt e Plane Use the distance offset subapplication to calculate the distance and offset of a known point with the base point in relation to a line A P2 Known I PO Instrument station N P4 P1 Start point A d2 P2 End point d1 P3 Offset point D Unknown P3 dl d Line P1 d2 d Offset P4 COGO base point Use the set point subapplication to calculate the coordinates of a new point in relation to a line from known longitudinal and offset distances A P2 Known N PO Instrument station P1 Start point d2 P2 End point d1 dl d Line P3 d2 d Offset Unknown P1 P3 COGO point Use the COGO plane application to calculate the coordinates of a new point and its height and offset in relation to a known plane and offset point Known P1 Point 1 which defines plane P2 Point 2 which defines plane P3 Point 3 which defines plane P4 Offset point Unknown P5 COGO intersection point TSOX_106 P1 d 1 Offset MAX Applications Zoom20 30 35 Pro 54 11 6 5 Extension Access Extension 11 7 Description Access AREA amp VOLUME GESMAX Select Line Ex from the COGO menu Use the Extension subapplication to calculate the extended point from a known base line A N Known L1 P1 Baseline start point P1 P3 Baseline end point P2 L2 dL1 dL2 Distance P3 Unknown
63. character written above that key will be displayed By pressing several times you can toggle through the characters For example 1 gt S gt T gt U gt 1 gt S Edit fields S ESC Deletes any change and restores the previous value PT Moves the cursor to the left Dy Moves the cursor to the right A Inserts a character at the cursor position Deletes the character at the cursor position Y In edit mode the position of the decimal place cannot be changed The decimal place is skipped Special characters Character Description Used as wildcards in search fields for point numbers or codes Refer to 3 6 Pointsearch In the alphanumeric character set and are treated as normal alphanumeric char acters with no mathematical function o gt only appear in front of an entry APPS 172 ir 1 SURVEY 2 SETOUT 3 RESECTION ny teas TS ARE i Lf ARE In this example selecting 2 on an alphanumeric 4 COGO 5 MLM 6 AREA keyboard would start the Set Out application SG DEZMA User Interface Zoom20 30 35 Pro 19 3 6 Pointsearch Description Pointsearch is a function used by programs to find measured or known points in the memory storage It is possible to limit the point search to a particular job or to search the whole storage The search proce dure always finds known points before measured points that fulfil the same search criteria If several points meet the search criteria
64. contains several auxiliary programs in order to support the instrument Installation ona The installation program can be found on the CD ROM supplied Insert the CD and follow the on screen computer instructions Please note that GGO can only be installed on computers with MS Windows 2000 XP Vista and Windows 7 operating systems cE For more information about GGO refer to the comprehensive online help SS GbESMAX Data Management Zoom20 30 35 Pro 82 13 13 1 Description Electronic calibration ee Mechanical calibration Calibration Overview GeoMax instruments are manufactured assembled and adjusted to a high quality Quick temperature changes shock or stress can cause deviations and decrease the instrument accuracy It is therefore recommended to calibrate the instrument from time to time This can be done in the field by running through specific measurement procedures The procedures are guided and have to be followed carefully and precisely as described in the following chapters Some other instrument errors and mechanical parts can be adjusted mechanically The following instrument errors can be checked and calibrated electronically e Horizontal collimation error also called line of sight error e Vertical index error and simultaneously the electronic level e Compensator longitudinal and transversal index errors For determining these errors it is necessary to measure in both faces but the procedur
65. d at the bottom of the screen Alphanumeric keypad for entry of text and numerical values 9 3 2 Screen Screen The instruments are available with Black amp White or with Color amp Touch display All shown screens are examples It is possible that local firmware versions are different to the basic version Black amp White screen a a Title of screen ee b Focus in screen Active field SURVEY 1 3 c Status icons Pt TgtHGT 2 d Fields Comment ooo o a e Softkeys H A 271 0000 gi VA 89 0000 at He d a Status icons b Title of screen c Focus in screen Active field d Fields e Softkeys H A o 50 0000 g gt Tap onan icon or field to run a function V A 4 66 6667 gi d i SDIST hea ees eee 004511 001_en SS GbESMAX User Interface Zoom20 30 35 Pro 17 3 3 Status Icons Description The icons provide status information related to basic instrument functions Depending on the display type different icons are displayed Icons Icon Description B amp W C amp T a The battery symbol indicates the level of the remaining battery capacity o 75 full shown in the example For C amp T Tapping the icon opens the SYSTEM INFO screen ic Compensator is on For C amp T Tapping the icon opens the Level Up screen a lt Q Compensator is tilted and out of level For C amp T Tapping the icon opens the Level Up screen Compensat
66. ding ITE Accessory interference that may cause undesired operation E179078 70YL Zoom20 30 35 Pro 14 2 Description of the System 2 1 System Components Main Components a Instrument b Computer with GGO or GGO Tools software c Data transfer Component Instrument Firmware GGO or GGO Tools software Description An instrument for measuring calculating and capturing data Ideally suited for tasks from simple surveys to complex applications The various lines have a range of accuracy classes and support different features All lines can be connected with GGO or GGO Tools to view exchange and manage data The firmware package installed on the instrument Consists of a standard base oper ating system with optional additional features An office software consisting of a suite of standard and extended programs for the viewing exchanging managing and post processing of data Data transfer Data can be always transferred between an instrument and a computer via a data transfer cable USB memory stick or USB cable For Zoom30 Pro Zoom35 Pro instruments data can also be transferred via Bluetooth 2 2 Container Contents Container contents part a b 1 of 2 a Instrument with tribrach b ZCH201 battery charger Optional Se GEY MAX Description of the System Zoom20 30 35 Pro 15 Container contents part 2 of 2
67. e 0 001 m to include it for height processing Computation Procedure Description 11 4 4 The measuring procedure automatically determines the method of evaluation for example resection or three point resection If more than the minimum required measurements are performed the procedure uses a least squares adjustment to determine the 3D position and averages orientation and height measurements e The original averaged face and face II measurements are used for the computation process e All measurements are treated with the same accuracy whether these are measured in single or dual face e Easting and Northing are determined by the least squares method which includes standard deviation and improvements for horizontal direction and horizontal distances e The final height Z is computed from averaged height differences based on the original measure ments e The horizontal direction is computed with the original averaged face and face II measurements and the final computed plan position Resection Results Access STATION COORDI NATES Target Residuals Press CALC from the Sight target point screen after at least two points and a distance have been meas ured This screen displays calculated station coordinates The final computed results are Easting Northing and Height coordinates of the present instrument station including the instrument height Standard deviations and residuals for accuracy assessme
68. e Reorient or relocate the receiving antenna e Increase the separation between the equipment and the receiver e Connect the equipment into an outlet on a circuit different from that to which the receiver is connected e Consult the dealer or an experienced radio TV technician for help Zoom20 30 35 Pro 13 Z WARNING Labelling Zoom instru ment Labelling internal battery ZBA400 Changes or modifications not expressly approved by GeoMax for compliance could void the user s authority to operate the equipment 009297_001 Zoom 025 Type ZOOM XX Pro Artno Equip No 1234567 123456 ROWER oean NESE Aa S No GeoMax AG 123456 CH 9443 Widnau Manufactured 20XX Designed in Switzerland Made by Hexagon in China Complies with FDA performance standards for laser products except for deviations pursuant to Laser Notice No 50 dated June 24 2007 This device complies with part 15 of the FCC Rules Operation is subject to the following two conditions 1 This device may not cause harmful interference and 2 This device must accept any interference received including interference that may cause undesired operation Pav 4 8mW A 658nm tp 800ps TEC 60825 1 2014 This device complies with part 15 of the FCC Rules Operation is subject to the following two conditions 1 This device may not cause harmful interference and 2 this device C US LISTED must accept any interference received inclu
69. e Settings screen e Or press REC to record the horizontal direction only This will set the orientation and return to the Pre Settings screen 10 5 3 Orientation with Coordinates Diagram Known coordinates 1 Target point 2 Target point 3 Target point Calculations HA1 Station orientation Access Select Coordinates in the STN ORIENTATION screen Orientation with coordi nates Sight target point Result calculation Field Description Pt Point ID of the backsight point Next step Find an existing backsight point in the pointsearch or enter ENZ coordinates for a new point Press OK to continue to Sight target point Field Description BS ID Point ID of the selected or entered backsight point Next step After each measurement the message Do you want to take additional measurements appears Selecting e Yes returns to the Sight target point screen to take an additional measurement A maximum of five target points can be used e No proceeds to the STN ORIENTATION RESULT screen If more than one target point is measured then the orientation is computed using the least squares method IF THEN the orientation is only measured in face ll the horizontal direction is based on face II the orientation is measured only in face or a the horizontal direction is based on face mixture of and II a target point is measured several times in the the last valid measurement is used for the computa
70. e can be started in any face The following instrument parts can be calibrated mechanically e Circular level on the instrument and tribrach e Laser plummet e Screws on the tripod ce During the manufacturing process the instrument errors are carefully determined and set to zero As mentioned these errors can change and it is highly recommended to redetermine them in the following situations e Before the instrument is used for the first time e Before every high precision survey e After rough or long periods of transport e After long periods of work or storage e Ifthe temperature difference between current environment and the temperature at the last calibration is more than 10 C 18 F 13 2 Preparation Se Before determining the instrument errors level up the instrument using the electronic level Lo The Level amp Plummet is the first screen to appear after turning on the instrument The tribrach the tripod and the ground should be very stable and secure from vibrations or other disturbances amp gt The instrument should be protected from direct sunlight in order to avoid thermal expansion N I on one side only S Before starting to work the instrument has to become acclimatised to the ambient temperature Approx imately two minutes per C of temperature difference from storage to working environment but at least 15 min should be taken into account ZF 6BESMAX Calibration Zoom20 30 35 Pro 83 13 3 Calibr
71. e maximum permissible exposure to laser radiation MPE c natural aversion behaviour for exposure to bright light for the case of visible radiation Description Value Zoom20 30 Pro A2 A4 A6 Value Zoom20 Zoom35 Pro A4 A10 Maximum average radiant power Pulse duration 4 8 mW 400 ps 4 8 mW 800 ps Pulse repetition frequency 320 MHz 100 MHz Wavelength 658 nm 658 nm Beam divergence 0 2 mrad x 0 3 mrad 0 2 mrad x 0 3 mrad NOHD Nominal Ocular Hazard Distance 46m 44m 0 25s From a safety perspective class 3R laser products should be treated as potentially hazardous Precautions 1 Prevent direct eye exposure to the beam 2 Do not direct the beam at other people N CAUTION Potential hazards are not only related to direct beams but also to reflected beams aimed at reflecting surfaces such as prisms windows mirrors metallic surfaces etc Precautions 1 Do not aim at areas that are essentially reflective such as a mirror or which could emit unwanted reflections 2 Do not look through or beside the optical sight at prisms or reflecting objects when the laser is switched on in laser pointer or distance measurement mode Aiming at prisms is only permitted when looking through the telescope N CAUTION Labelling Laser Radiation Avoid direct eye exposure Class 3R Laser Product according to IEC 60825 1 2014 05 Pav 4 8 mW 658 nm tp 400 ps 009298_0
72. easurement e COGO e Area amp Volume e Remote Elevation e Reference line e Reference arc e Construction e Road 2D e Road 3D 10 2 Starting an Application Access 1 Select Apps from the MAIN MENU D 2 Press to move through the screens of available applications Pre settings screens Pre settings for Survey is shown as an example Any additional settings for particular applications are explained within the chapters for those applications SURVEY C Fi Select Job 1 F2 Select Station Ga Setting has been made C F3 Select Orientn 33 Setting has not been made F4 GOI C4 F1 F4 To select menu item Description To define the job where data will be saved Refer to 10 3 Selecting the J ob To define the current position of the instrument station Refer to 10 4 Selecting the Station Select Orientn To define the orientation horizontal direction of the instrument station Refer to 10 5 Selecting the Orientation Go Starts the selected application 10 3 Selecting the Job Description All data is saved in J obs like file directories J obs contain measurement data of different types for example measurements codes known points or stations Jobs are individually manageable and can be exported edited or deleted separately Access Select Select Job in Pre settings screen SELECT JOB SELECT JOB 1 3 Job a User ABC Date 24 03 2010 Time 1
73. ectly above the base prism without a prism at the target point Remote point Height difference Slope distance Base point BWN Access 1 Select Apps from the MAIN MENU 2 Select REM from the Apps menu 3 Complete application pre settings Refer to 10 Applications Getting Started Remote elevation meas Measure to the base point or press Tgt H to determine an unknown reflector height urement Next step After measuring the REMOTE ELEVATION screen appears 6E MAX Applications Zoom20 30 35 Pro 56 REMOTE ELEVATION Aim at remote point Next step 11 9 11 9 1 Aim the instrument at the inaccessible remote point Field Description hDIST Height difference between the base point and the remote point Height of the remote point Calculated difference in Northing coordinate between the base point and the remote point Calculated difference in Height between the base point and the remote point Calculated Northing coordinate the remote point Calculated difference in Easting coordinate between the base point and the remote point e Either press OK to save the measurement of the remote point e Or press BACK to enter and measure a new base point e Or press ESC to exit the application Reference Element Reference Line Overview Description Access Next step 11 9 2 Reference Element Line is an application that facilitates the easy set out or
74. ed values are converted according to the selected unit Min Reading Dist Unit Sets the number of decimal places shown for all angular fields This is for data display and does not apply to data export or storage For Angle Unit or 0 00 01 0 00 05 0 00 10 Dec deg 0 0001 0 0005 0 001 Gon 0 0001 0 0005 0 001 Mil 0 01 0 05 0 1 Sets the units shown for all distance and coordinate related fields meter Meters m ft US US feet ft ft INT International feet fi ft in 16 US feet inch 1 16 inch ft Dist Decimal Temp Unit Press Unit Sets the number of decimal places shown for all distance fields This is for data display and does not apply to data export or storage 3 Displays distance with three decimals 4 Displays distance with four decimals Sets the units shown for all temperature fields ad Degree Celsius oF Degree Fahrenheit Sets the units shown for all pressure fields hPa Hecto Pascal mbar Millibar mmHg Millimeter mercury inHg Inch mercury Grade Unit Sets how the slope gradient is calculated Beep h v Horizontal Vertical for example 5 1 v h Vertical Horizontal for example 1 5 v h x 100 for example 20 The beep is an acoustic signal after each key stroke Normal Normal volume Loud Increased volume Off Beep is deactivated 0l m MAX Settings Zoom20 30 35 Pro 27 Field Sector Beep S
75. eflected by anything close to the line of sight for example highly reflective objects e Avoid interrupting the measuring beam while taking reflectorless measurements or measurements using reflective foils e Do not measure with two instruments to the same target simultaneously e Accurate measurements to prisms should be made in R Default mode e Measurements to strongly reflecting targets such as traffic lights in Prism mode without a prism should be avoided The measured distances may be wrong or inaccurate e When a distance measurement is triggered the EDM measures to the object which is in the beam path at that moment If for example people cars animals or swaying branches cross the laser beam while a measurement is being taken a fraction of the laser beam is reflected from these objects and may lead to incorrect distance values e Measurements to prisms are only critical if an object crosses the measuring beam at a distance of 0 to 30 m and the distance to be measured is more than 300 m e In practice because the measuring time is very short the user can always find a way of avoiding unwanted objects from interfering in the beam path Due to laser safety regulations and measuring accuracy using the Long Range Reflectorless EDM is only allowed to prisms that are more than 1000 m 3300 ft away MAX Operation Zoom20 30 35 Pro 25 5 Settings 5 1 General Settings Access 1 Select Settings from the MAIN MENU 2 Select
76. ement menu contains all functions for entering editing checking and deleting data in the field DATA MANAGEMENT 1 2 ID 0 1 ES 1 Job 2 Known Pts 3 Obs 2 aQ CONE FAN FRT By ae 1 7 4 Codes 5 Formats 6 Del Job To select menu item Menu item Description Known points To view create and delete jobs J obs are a Summary of data of different types for example known points observations or codes The job definition consists of the job name and user The system generates time and date at the time of creation To view create edit and delete known points Valid known points contain at least the point ID and the coordinates E N or Z Observations To view and delete observation data Observation data available in the internal memory can be searched for via a specific point search or by viewing all points within a job Code Library Formats To view create edit and delete codes To each code a description and a maximum of 8 attributes with up to 16 characters each can be assigned To view and delete data format files Erase Job Memory USB Explorer Next step To delete individual jobs Known points and measurements of a specific job or all jobs in the memory ee Deleting the memory cannot be undone After confirming the message all data is permanently deleted To view delete rename and create folders and files stored on the USB memory Stick Refer to 12 4 Working
77. ements are avail able to compute a final station height Remeasure point in Face I and II This error occurs if a point was measured in one face and the measure ment in the other face differs by more than 180 0 9 for the hori zontal or vertical angle More points or distance required There is insufficient data measured to be able to compute a position Either there are not enough points used or not enough distances meas ured Press OK to return to the APPS menu Missing Line Measurement Missing Line Measurement is an application used to compute slope distance horizontal distance height difference and azimuth of two target points which are either measured selected from the memory or entered using the keypad The user can choose between two different methods e Polygonal P1 P2 P2 P3 P3 e Radial P1 P2 P1 P3 P1 P4 P4 T101 1st target point T202 2nd target point T303 3rd target point SD 1 2 Slope distance from T101 T202 SD 2 3 Slope distance from T202 T303 Az 1 2 Azimuth from T101 T202 Az 2 3 Azimuth from T202 T303 1 4 Target points SD 1 2 Slope distance from 1 2 SD 1 3 Slope distance from 1 3 SD 1 4 Slope distance from 1 4 Az 1 2 Azimuth from 1 2 Az 1 3 Azimuth from 1 3 Az 1 4 Azimuth from 1 4 CP Center point 1 Select Apps from the MAIN MENU 2 Select MLM from the Apps menu 3 Complete application pre settings Refer to 10 Applications Getti
78. ered offset left right and height difference c Slope ratio d Catch point or daylight point indicates the point of intersection between the slope and the natural surface Both the hinge point and the catch point lie on the slope e Natural surface is the undisturbed surface before project construction Cut Fill Description Horizontal alignment Hinge point Slope Catch point Natural surface Fill situation a a Horizontal alignment b Hinge point c Slope d Catch point e Natural surface TSOX_118 SS GbESMAX Applications Zoom20 30 35 Pro 72 11 13 3 Creating or Uploading Alignment Files Access 1 Select Apps from the MAIN MENU 2 Select ROAD 3D from the Apps menu 3 Complete program pre settings Select Alignment File Field Description List of available horizontal alignment files ae Using a horizontal alignment file is mandatory Verti Aln List of available vertical alignment files CS Using a vertical alignment file is not mandatory A height can be defined manu ally instead Next step e Either press NEW to name and define a new alignment file e Or press OK to select an existing alignment file and proceed to the Define Setout Check Slope values screen Define Setout Check Slope 12 36 Circular 1 H num nee z SETOUT S Lert To start the application SETOUT Offs Right 1 250 m Ht Diff 1 000 m Check Def Chain 10 000 m To start t
79. erence to the alignment The vertical offset between defined height at the current chainage and the measured position excluding the defined height difference Slope distance from the measured point to the alignment Cut situation Pl en TSOX_058 e Either press ALL to measure and record Measured point Catch point Horizontal alignment Hinge point Cut A Offset to catch point Measured point Catch point Horizontal alignment Hinge point Fill A Offset to catch point e Or press ESC to return to the Define Setout Check Slope values screen Ss GES MAX Applications Zoom20 30 35 Pro 77 11 13 7 Check Slope Description ee Access SLOPE CHECK HINGE Next step The application Check Slope is used for as built checks and to get information about slopes for example on a natural surface If the parameter offset left right and height difference are not entered the point on the horizontal alignment is the hinge point ae m Measured point Horizontal alignment Defined offset Defined height difference Hinge point Actual slope Natural surface Offset to hinge point Offset to alignment Height difference to hinge point Height difference to alignment J Q haoo AA FT W Defined chainage and increment values will not be considered in the application Check Press Ch Sip from the Define Setout Check Slope values screen 11 14 Circul
80. ertical angles are positive above the horizon and negative below it Slope saon y 45 100 Horizon 0 Vertical angles are expressed in with posi tive above the horizon and negative below it 0 C The value increases rapidly x gt appears on the display above 300 V After MEAS Sets if the vertical angle value recorded is the value that is displayed when MEAS or when REC is pressed The vertical angle field in a measurement screen always shows the running angle regardless of this setting Hold The vertical angle value that is recorded is the value that was in the vertical angle field at the time MEAS was pressed Free The vertical angle value that is recorded is the value in the vertical angle field at the time REC is pressed 0l m MAX Settings Zoom20 30 35 Pro 26 Angle Unit ee Description Enable The instrument switches off after 20 minutes without any activity for example no key pressed or vertical and horizontal angle deviation is lt 3 Disable Automatic switch off is deactivated cE Battery discharges quicker Sets the units shown for all angular fields oes Degree sexagesimal Possible angle values 0 to 359 59 59 dec deg Degree decimal Possible angle values 0 to 359 999 gon Gon Possible angle values 0 gon to 399 999 gon mil Mil Possible angle values 0 to 6399 99mil The setting of the angle units can be changed at any time The actual display
81. et out arc The length of the arc segment to set out Zoom20 30 35 Pro 65 Description For set out angle The angle around the center point of the arc of the points to be set out For set out arc chord and angle Longitudinal offset from the reference arc This is calcu lated by the arc length chord length or angle and the selected misclosure distribution For set out point Longitudinal offset from the reference arc Offset Perpendicular offset from the reference arc Next step Press OK to proceed to measurement mode REFERENCE ARC SET The signs for the distance and angle differences are correction values required minus actual The arrows OUT indicate the direction to move to get to the set out point REFERENCE ARC SETOUT Pt 1 Tg tHGT oi dA ooo o 0 98652 4 d H D 0 514 m ddz 4 0 082 m Q NextPt To add the next point to be set out Field Description Horizontal direction from the measured point to the set out point Positive if the telescope must be turned clockwise to the set out point Horizontal distance from the measured point to the set out point Positive if the set out point is further away than the measured point Height difference from the measured point to the set out point Positive if the set out point is higher than the measured point Next step e Either press gt ALL to measure and record e Or press BACK to return to the RE
82. etout Beep Screen ill Description On Sector Beep sounds at right angles 0 90 180 270 or O 100 200 300 gon 1 No beep 2 Fast beep from 95 0 to 99 5 gon and 105 0 to 100 5 gon 3 Permanent beep from 99 5 to 99 995 gon and from 100 5 to 100 005 gon Sector Beep is deactivated The instrument beeps when the distance from the current posi tion to the point to be staked is lt 0 5 m The closer the prism is to the point to be staked the faster the beeps will be Beep is deactivated 20 to 100 Sets the screen illumination in 20 steps Crossh ill Heating ee Off to 100 Sets the illumination level of the crosshairs in 20 steps On The display heater is activated Off The display heater is deactivated The display heater is automatically activated when the display illumination is on and the instrument temperature is lt 5 C This function is only available for Zoom20 Pro Data Output GSI Format Sets the location for data storage Int Memory All data is recorded in the internal memory Interface Data is recorded via the serial interface or the USB device port depending on the port selected in the COMMUNICATION SETTINGS screen This Data Output setting is only required if an external storage device is connected and measurements are started at the instrument with MEAS REC or ALL This setting is not required if the instrument is totally controlled by a data logger
83. he application Check ERE 40 000 m Set Sip Manual Ht 10 000 m To start the application Slope Setout Ch Sip To start the application Check Slope Field Description Offs Left Horizontal offset to the left of the horizontal alignment Ht Diff Vertical offset either up or down from the horizontal alignment Value by which the defined chainage can be incremented or decremented in applications Stake and Stake Slope Manual Height Height reference for height calculations If enabled this height is used for all applications Design Height The height reference for height calculations is the selected vertical alignment file Manual Ht Height to be used for Manual Height Next step Select a softkey option SETOUT Check Set Sip or Ch Sip to proceed to an application SS GbESMAX Applications Zoom20 30 35 Pro 73 11 13 4 Setout Description The application Setout is used to stake out points relative to an existing alignment The height difference is relative to a vertical alignment or manually entered height PO Instrument station P1 Target point P2 Measured point P3 Measured point a Horizontal alignment Defined chainage c Offset d Height difference e A Offset positive e A Offset negative f A Chainage positive f A Chainage negative g A Height positive g A Height negative Access Press SETOUT from the Define Setout Check Slope values screen SETOUT 12 25 Circu
84. he keypad operation to alphanumerical To change the keypad operation to numerical To start distance and angle measurements and save the measured values To return to the last active screen To open the manual coordinate entry screen To view and change EDM settings Refer to 5 2 EDM Settings To exit the screen or application To start distance and angle measurements without saving the measured values SG DEZMA User Interface Zoom20 30 35 Pro 18 Description If entry screen Confirms measured or entered values and continues the process If message screen Confirms message and continues with selected action or returns to the previous screen to reselect an option IR RL To toggle between IR and RL EDM modes DISPL To display the list of available points REC To save the displayed values DEFLT To reset all editable fields to their default values SEARCH To search for an entered point VIEW To display the coordinate and job details of the selected point s54 To display the next softkey level 3 5 Operating Principles Turn instrument on off Use the On Off key Alphanumeric keypad The alphanumerical keypad is used to enter characters directly into editable fields e Numeric fields Can only contain numerical values By pressing a key of the keypad the number will be displayed e Alphanumeric fields Can contain numbers and letters By pressing a key of the keypad the first
85. hich emerges coaxially from the telescope s objective e Measuring with RL modes Instruments that are equipped with a reflectorless EDM additionally offer the EDM mode Reflectorless RL When measuring distances with this EDM mode the telescope uses a narrow visible red laser beam which emerges coaxially from the tele scope s objective Z WARNING Do NOT remove the battery during operation of the instrument or during the shutdown procedure This can result in a file system error and data loss Always switch off the instrument by pressing the On Off key and wait until the instrument has shutdown completely before removing the battery SS DEZMA Introduction Zoom20 30 35 Pro 2 Table of Contents In this manual Chapter Page 1 Safety Directions 6 1 1 General 6 1 2 Definition of Use 6 1 3 Limits of Use 7 1 4 Responsibilities 7 1 5 Hazards of Use 7 1 6 Laser Classification 9 1 6 1 General 9 1 6 2 Distancer Measurements with Reflectors 9 1 6 3 Distancer Measurements without Reflectors Reflectorless mode 10 1 6 4 Red Laser Pointer 11 1 6 5 Navigation Light 12 1 6 6 Laser Plummet 12 1 7 Electromagnetic Compatibility EMC 13 1 8 FCC Statement Applicable in U S 13 2 Description of the System 15 2 1 System Components 15 2 2 Container Contents 15 2 3 Instrument Components 16 3 User Interface 17 3 1 Keyboard 17 3 2 Screen 17 3 3 Status Icons 18 3 4 Softkeys 18 3 5 Operat
86. i Comm ely Port Bluetooth Baud Rate Data Bits Parity Endmark Stop bits Acknowledge Transfer Export Data Import Data Tools Calibration HA Collimation Vertical Index Comp Index Auto start System Info Instrument Information Software Information Set Date SetTime Memory Information Format t Load Firmware i Firmware Languages Only d gt d gt J 0O R Survey Valid for Color amp Touch displays only GESMA Menu Tree Zoom20 30 35 Pro 100 Appendix B Directory Structure Description On the USB memory stick files are stored in certain directories The following diagram is the default direc tory structure Directory Structure CODES e Codelists cls FORMATS e Format files frt JOBS e GSI DXF ASCII files e Logfiles created from applications SYSTEM e Firmware files fw 0l m e Language files e Configuration files cfg MAX Directory Structure Zoom20 30 35 Pro 101 Appendix C Connector PIN Layout Connector PIN layout ME URAN ey eY Pin number Name Function Direction GND Signal Ground PWR_IN USB_V Bus Power In 10 15V typical 12V USB 5V TH_TX RS232 Transmit Out D_ Minus USB Signal Low
87. ia a Bluetooth connection Refer to 12 Data Management for further information on data management and data transfer GESMAX Operation Zoom20 30 35 Pro 23 4 4 Main Menu Description MAIN MENU 4 5 The MAIN MENU is the starting place for accessing all functionality of the instrument It is usually displayed immediately after the Level amp Plummet screen after switching on the instrument E 4 Survey 5 Transfer 6 Tools MALM MENU il z Data 3 Settings 2 yi Description of the MAIN MENU functions Function Description To select and start applications Refer to 11 Applications Survey To manage jobs data codelists formats system memory and USB memory stick files Refer to 12 Data Management To change EDM configurations communication and general instrument settings Refer to 5 Settings Survey program to begin measuring immediately Refer to 4 5 Survey Application Transfer Tools To export and import data Refer to 12 2 Exporting Data To access instrument related tools such as calibrations personal start up settings licence keys and system information Refer to 6 Tools If desired the instrument can be configured to start in a user defined place after the Level amp Plummet screen instead of the MAIN MENU Refer to 6 2 Auto Start Routine Survey Application Description Access SURVEY 0l m After switching
88. ical circle With coded circular division for reading the vertical angle Hz Horizontal direction HK Horizontal circle With coded circular division for reading the horizontal angle Direction of gravity The compensator defines the plumb line within the instru ment Angle between plumb line and standing axis Standing axis tilt is not an instrument error and is not eliminated by measuring in both faces Any possible influence it may have on the horizontal direction or vertical angle is eliminated by the dual axis compensator Point on the plumb line above the observer Glass plate within the telescope with reticle TSOX_005 TSOX_006 The line of sight error c is the deviation from the perpendicular between the tilting axis and line of sight This could be eliminated by measuring in both faces With a horizontal line of sight the vertical circle reading should be exactly 90 100 gon The deviation from this value is termed the Vertical index error i Zoom20 30 35 Pro 98 Explanation of displayed data Stn E Stn N Stn Z SD Indicated meteorological corrected slope distance between instrument tilting axis and center of prism laser dot HD Indicated meteorological corrected horizontal distance VD Height difference between station and target point hr Reflector height above ground hi Instrument height above ground Stn E Stn N Stn Z Easting Northing and
89. ing Principles 19 3 6 Pointsearch 20 4 Operation 21 4 1 Instrument Setup 21 4 2 Working with the Battery 23 4 3 Data Storage 23 4 4 Main Menu 24 4 5 Survey Application 24 4 6 Distance Measurements Guidelines for Correct Results 25 5 Settings 26 acl General Settings 26 5 2 EDM Settings 29 5 3 Communication Settings 31 6 Tools 32 6 1 Calibration 32 6 2 Auto Start Routine 32 6 3 System Information 32 6 4 Loading Software 33 7 Functions 34 TL Overview 38 7 2 Offset 34 7 3 Column Offset 35 7 4 Z Coordinate 36 7 5 2 Dist Offset 37 7 6 Brg Dist 37 7 7 EDM Continuous 38 8 Coding 39 8 1 Coding 39 8 2 Rapid Coding 39 9 MapView Interactive Display Feature 41 9 1 Overview 41 9 2 Accessing MapView 41 9 3 MapView Components 41 ZF DEZMA Table of Contents Zoom20 30 35 Pro 3 GESMA 9 3 1 Screen Area 41 9 3 2 Keys Softkeys and Toolbar 42 9 3 3 Point Symbols 42 10 Applications Getting Started 43 10 1 Overview 43 10 2 Starting an Application 43 10 3 Selecting the J ob 43 10 4 Selecting the Station 44 10 5 Selecting the Orientation 44 10 5 1 Overview 44 10 5 2 Manual Orientation 44 10 5 3 Orientation with Coordinates 45 11 Applications 47 11 1 Common Fields 47 11 2 Survey 47 11 3 Set Out 48 11 4 Resection 49 11 4 1 Starting Resection 49 11 4 2 Measuring Information 50 11 4 3 Computation Procedure 50 11 4 4 Resection Results 50 11 5 Missing Line Measurement 51 11 6 COGO 52 11 6 1 Star
90. int End point Radius Anticlockwise direction Clockwise direction Spiral A spiral is a transition curve whose radius changes along its length A spiral has to be Clothoid defined by e Start point P1 and end point P2 with known Easting and Northing coordinates e Radius at the start of the spiral R e Spiral parameter A y L R or length L of the spiral e Direction Clockwise or Anticlockwise e Spiral type Spiral in or Spiral out P1 Start point P2 End point R Radius L Length ZF GBE ZMAX Applications Zoom20 30 35 Pro 70 Element Description Spiral types Entry spiral Spiral in A Spiral with a radius of infinity at the start and a given radius at the end Exit spiral Spiral out B Spiral with a given radius at the start and radius of infinity at the end Partial Ovoid spiral A spiral with a given radius at the start and another given radius at the end A Entry spiral B Exit spiral Vertical geometry For onboard input Road 3D supports the following elements for vertical alignments elements Element Description Straight A straight has to be defined by Start chainage 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 Transition A circular curve has to be defined by curve e Start chainage and start height of P1 e End chainage and end height of P2 Radius R Type Convex crest o
91. int e Or press ESC to exit the application 11 4 Resection 11 4 1 Starting Resection Description Resection is an application used to determine the instruments position from measurements to known points A minimum of two known points and a maximum of 5 can be used to determine the position Access 1 Select Apps from the MAIN MENU 2 Select RESEC from the Apps menu 3 Complete application pre settings Refer to 10 Applications Getting Started 4 Select Accuracy Limit e Status On to activate a warning message if the calculated standard deviation exceeds the limit e Set the accuracy limits for the Easting Northing and Height coordinates and the standard deviation angle e Press OK to save the limits and return to the Pre settings screen 5 Select GO to begin the application Enter target data Enter the name of the station and the height of the instrument in the Station data screen and press OK Next step To access the Sight target point screen e Either press OK after entering the target data fields in the Target data screen e Or press SKIP to skip entering the target data fields again when measuring the same point in another face Sight target point In the Sight target point screen 2 I Indicates that the second point was measured in face 2 III Indicates that the second point was measured in faces and II ai Pt pang 2 ae Tg tHGT I To calculate and display the station coordin
92. ion frequency 320 MHz 100 MHz 150 MHz Wavelength 658 nm 658 nm Labelling Type ZOOM XX Pro Artno Equip No 1234567 123456 Power aese Hey cool NEG SNo GeoMax AG 123456 CH 9443 Widnau Manufactured 20XX Desig in Switzerland Made by Hexagon in China FDA performance standards for laser products iations pursuant to Laser Notice No 50 dated with part 15 of the FCC Rules to the following two itions t ful i ac interfere ceived ling interference that may cause undesired operation Pav 4 8m A 658nm tp 800ps IEC 60825 1 2014 a Laser beam SS GbESMAX Safety Directions Zoom20 30 35 Pro 9 1 6 3 Distancer Measurements without Reflectors Reflectorless mode General The EDM module built into the product produces a visible laser beam which emerges from the telescope objective The laser product described in this section is classified as laser class 3R in accordance with e IEC 60825 1 2014 05 Safety of laser products Direct intrabeam viewing may be hazardous low eye hazard level in particular for deliberate ocular expo sure The beam may cause dazzle flash blindness and after images particularly under low ambient light conditions The risk of injury for laser class 3R products is limited because of 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 th
93. lar 1 H num dH A 3 45639 g d H D 3 183 m d d z 7 600 m gt _ To find enter codes press the FNC Favourites key and select Coding Description Selected chainage to stake out Angle offset Positive if the stake out point is to the right of the measured point Horizontal offset Positive if the stake out point is further away than the measured point Height offset Positive if the stake out point is higher than the measured point Longitudinal offset Positive if the stake out point is further away than the measured point Perpendicular offset Positive if the stake out point is to the right of the measured point Def East Calculated East coordinate of the stake out point Def North Calculated North coordinate of the stake out point Def Hght Calculated Height of the stake out point Next step e Either press ALL to measure and record e Or press ESC to return to the Define Setout Check Slope values screen SS GbESMAX Applications Zoom20 30 35 Pro 74 11 13 5 Check Description The application Check is used for as built checks The points can be measured or selected from the memory The chainage and offset values are relative to an existing horizontal alignment and the height difference is relative to a vertical alignment or manually entered height PO Instrument station P1 Target point b J Po P2 Target point z d se i a Horizontal alig
94. le The line is defined by a point and a direction The circle is defined by the center point and the radius Known P1 First known point P2 Second known point a Direction from P1 to P3 and P4 r Radius as the distance from P2 to P4 or P3 Unknown P3 First COGO point P4 Second COGO point Use the distance distance subapplication to calculate the intersection point of two circles The circles are defined by the known point as the center point and the distance from the known point to the COGO point as the radius Applications Known P1 First known point P2 Second known point rl Radius as the distance from P1 to P3 or P4 r2 Radius as the distance from P2 to P3 or P4 Unknown P3 First COGO point P4 Second COGO point Zoom20 30 35 Pro 53 By Points 11 6 4 Use the line line subapplication to calculate the intersection point of two lines A line is defined by two points To add a shift to the lines do the following 1 Select Page 2 Colour amp Touch display or Page 2 2 Black amp White display from the INTERSEC TION 4 POINTS screen 2 Enter the values to shift the lines Enter a positive value to shift the line to the right side Enter a negative value to shift the line to the left side Known if P2 P1 First known point P4 a P2 Second known point a D P3 Third known point p3 P4 Fourth known point a Line from P1 to P2 Pl b Line from P3 to P4 Unknown P5 COGO point Offsets A
95. m to 1200 m up to 1200 m Range D Object in strong sunlight severe heat shimmer Range E Object in shade or overcast Range F Underground night and twilight Standard ISO 17123 4 Measure time typical Measure time maximum s measuring s Om 500m 2mm 2 ppm Beam interruptions severe heat shimmer and moving objects within the beam path can result in devia tions of the specified accuracy 3 6 Continuous measuring Standard deviation Measure time typical s Zoom20 30 Pro Zoom20 A2 A4 A6 Zooms35 Pro A4 A10 Continuous 1 00 5mm 3 ppm 0 25 Accuracy and measure time depend on atmospheric conditions target object and observation situa tion Type Carrier wave Coaxial visible red laser 658 nm Measuring system Zoom20 30 Pro A2 A4 A6 Distance measurement system using phase shift principle with frequency 320 MHz Zoom20 Zoom35 Pro System analyser basis 100 MHz 150 MHz A4 A10 Technical Data Zoom20 30 35 Pro 91 Laser dot size Distance m Laser dot size approximately mm at 30 7x10 at 50 8 x 20 at 100 16 x 25 15 4 Distance Measurement Reflector Long Range cE This chapter is valid for Zoom20 A4 and Zoom35 Pro A10 only Range Reflector m ft m ft m ft Standard prism 2200 7300 7500 24600 gt 10000 gt 33000 Reflector foil 600 2000 1000 3300 1300 4200 60 mm x 60 mm Range of measurement
96. ment block or a code block Deleting the last record is not reversible Only records recorded in Survey can be deleted Codes Starts Coding application to select a code from a codelist or enter a new code Same functionality like the softkey CODING RL lt gt IR Changes between the two EDM modes Available for instrument with reflectorless mode Laser Activates deactivates the visible laser beam for illuminating the target point EDM Con Refer to 7 7 EDM Continuous Z Coord Refer to 7 4 Z Coordinate DistOFF Refer to 7 5 2 Dist Offset Brg Dis Refer to 7 6 Brg Dist Illum Activates and deactivates the keyboard illumination light Display To switch the display illumination on off Available for Zoom20 Zoom20 Pro Touch To enable disable touch functionality Available for Zoom30 Pro Zoom35 Pro 7 2 Offset Description This function calculates the target point coordinates if it is not possible to set up the reflector or to aim at the target point directly The offset values length trav and or height offset can be entered The values for the angles and distances are calculated to determine the target point MP Measurement point OP Offset point T_Off Length offset L Off Cross offset Access 1 Press FNC when within any application 2 Select Offset from the FUNCTIONS menu SS DEZMA Functions Zoom20 30 35 Pro 34 Offset 11 27 Circular 1 SG num amp Offset i e Page 1 D Enter offse
97. n 2 Select Brg Dist from the FUNCTIONS menu Field Description Difference in bearing between the two points Difference in gradient between the two points Difference in horizontal distance between the two points Difference in slope distance between the two points d d Z Difference in height between the two points The following are important messages or warnings that may appear Messages Description Less than two valid measure The values cannot be calculated as there are less than two valid meas ments urements Press OK to return to the application where FNC was selected EDM Continuous Description This function activates or deactivates the tracking measurement mode The new setting is displayed for about one second and then set The function can only be activated from within the same EDM mode and prism type The following options are available Off lt gt On R Default lt gt R Continuous IR Quick lt gt R Continuous RL RL Default lt gt RL Continuous The last active measurement mode remains set when the instrument is switched off SS DEZMA Functions Zoom20 30 35 Pro 38 8 Coding 8 1 Coding Description Codes contain information about recorded points With the help of coding points can be assigned to a particular group simplifying later processing Codes are stored in codelists with each codelist supporting a maximum of 200 codes G
98. n Light General The integrated Navigation Light produces a visible LED beam from the front side of the telescope _ The product described in this section is excluded from the scope of IEC 60825 1 2014 05 Safety of laser products The product described in this section is classified as exempt group in accordance with IEC 62471 2006 07 and does not pose any hazard provided that the product is used and maintained in accordance with this user manual 005051_001 a LED beam red b LED beam yellow 1 6 6 Laser Plummet General The laser plummet built into the product produces a visible red laser beam which emerges from the bottom of the product The laser product described in this section is classified as laser class 2 in accordance with e IEC 60825 1 2014 05 Safety of laser products These products are safe for momentary exposures but can be hazardous for deliberate staring into the beam The beam may cause dazzle flash blindness and after images particularly under low ambient light conditions Description Value Wavelength 640 nm Maximum average radiant power 0 95 mW Pulse duration 10 ms cw Pulse repetition frequency PRF 1 kHz Beam divergance lt 1 5 mrad AN CAUTION From a safety perspective class 2 laser products are not inherently safe for the eyes Precautions 1 Avoid staring into the beam or viewing it through optical instruments 2 Avoid pointing the beam at other people or
99. n Menu before removing the USB memory stick GeoMax cannot be held responsible for data loss or any other error that may occur when using a USB memory stick e Keep the USB memory stick dry e Use it only within the specified temperature range e Protect the USB memory stick from direct impacts Failure to follow these instructions could result in data loss and or permanent damage to the USB memory stick Ss DEY MAX Data Management Zoom20 30 35 Pro 81 12 5 Working with Bluetooth Description Zoom30 Pro Zoom35 Pro instruments can communicate with external devices via a Bluetooth connection The instrument Bluetooth is a slave only The Bluetooth of the external device will be the master and therefore will control the connection and any data transfer Establishing a connec 1 On the instrument ensure that the communication parameters are set to Bluetooth and On Refer to tion step by step 5 3 Communication Settings 2 Activate Bluetooth on the external device The steps required depend on the Bluetooth driver and other device specific configurations Refer to the device user manual for information on how to configure and search for a Bluetooth connection The instrument will appear on the external device 3 Some devices ask for the identification number of the Bluetooth The default number for a Zoom Blue tooth is 0000 This can be changed by e Select Settings from the MAIN MENU e Select Comm from the SETTINGS menu
100. n about laser safety according to inter national standard IEC 60825 1 2014 05 and technical report IEC TR 60825 14 2004 02 The informa tion enables the person responsible for the product and the person who actually uses the equipment to anticipate and avoid operational hazards According to IEC TR 60825 14 2004 02 products classified as laser class 1 class 2 and class 3R do not require e laser safety officer involvement e protective clothes and eyewear e 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 S National laws and local regulations could impose more stringent instructions for the safe use of lasers than IEC 60825 1 2014 05 and IEC TR 60825 14 2004 02 1 6 2 Distancer Measurements with Reflectors General The EDM module built into the product produces a visible laser beam which emerges from the telescope objective The laser product described in this section is classified as laser class 1 in accordance with e IEC 60825 1 2014 05 Safety of laser products These 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 this User Manual Description Value Zoom20 30 Pro Value Zoom20 Zoom35 A2 A4 A6 Pro A4 A10 Maximum average radiant power 0 33 mW 0 33 mW Pulse duration 400 ps 800 ps Pulse repetit
101. n the previous orientation and station parameters will be replaced by the new calculated ones The line start point will be set to E 0 N 0 e The height of the line start point is always used as the reference height Access e Either select New line from the Construction pre settings screen and measure start and end points of the line e Or select Continue with line from the Construction pre settings screen LAY OUT The graphics are scaled to give a better overview Therefore it is possible that the set out point moves in the graphic LAY OUT Pt P404 tat AsBLT dLi 1 260 m To switch to AsBuilt mode to check points rela d f 37 325 m tive to the construction line 6 491 m gt gt gt Shift To enter values for shifting the line Description Longitudinal offset Positive if target point is further away than the measured point Perpendicular offset Positive if target point is to the right of the measured point Height offset Positive if target point is higher than the measured point Next step e Either press ASBLT to check point locations relative to a contruction line e Or press Shift to enter offset values for shifting the construction line 11 11 3 As Built Check Description The As built screen displays the Line Offset and d d Z of a measured point in relation to the construction line The on screen graphics show the position of the measured point relative to the constr
102. nate of the centre point Height of the point measured with the reflector CS This is not the calculated height of the centre point Radius Radius of the cylinder Z Coordinate Description Access Z Coordinate step by step 0l m This function determines the height of the instrument from measurements to a maximum of five target points with known heights in two faces With measurements to several targets the improvement is indicated in the d value a 3 2 a H2 1 Reflector 1 2 Reflector 2 3 Reflector 3 4 Instrument 1 Press FNC when within any application 2 Select Z Coordinate from the FUNCTIONS menu 1 Select a known point and input the reflector height Select e PtHgt To enter the height of a known point e Inst h To enter the height transfer values for the instrument 2 Press ALL to complete the measurement and display the calculated height e AddTg Adds another height of a known point e FACE Measures to the same target in second face e OK Saves the changes and sets the station height MAX Functions Zoom20 30 35 Pro 36 7 5 2 Dist Offset Description This function is used for measurements to a point that is not directly visible using a special 2 Dist Offset pole 1 E N Z of target point 2 Pole length 3 Distance P1 P2 Access 1 Press FNC when within any application 2 Select 2 Dist Offset from the FUNCTIONS menu Next step If required press
103. neral rules of behaviour For the users safety all safety instructions and safety messages shall be strictly observed and followed Therefore the manual must always be available to all persons performing any tasks described herein DANGER WARNING CAUTION and NOTICE are standardized signal words for identifying levels of hazards and risks related to personal injury and property damage For your safety it is important to read and fully understand the table below with the different signal words and their definitions Supplementary safety information symbols may be placed within a warning message as well as supplementary text Description 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 Indicates a potentially hazardous situation or an unintended use which if not avoided may result in 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 correct and efficient manner NOTICE Definition of Use Intended use Reasonably foreseeable misuse e Measuring horizontal and ver
104. ng Started 4 Select Polygonal or Radial After completing the measurements required the MLM RESULT screen will appear Applications Zoom20 30 35 Pro 51 MISSING LINE RESULT Polygonal method Next step 11 6 11 6 1 HISSING LINE RESULT NewPt 1 Pt 415 To calculate an additional line Application starts Pt 2 416 again at point 1 Erg 136 9985 g Grade 1 000 0 029 hiv NewPt 2 d H D 3 532 m To set point 2 as the starting point of a new line d 5 D i 533 m A new point 2 must m red PAE pee ew po ust be measured e eee RADIAL To switch to radial method Description Grade between point 1 and point 2 ano fireon tres etn i aioa S Slope distance between point 1 and point 2 d Height difference between point 1 and point 2 Press ESC to exit the application COGO Starting Description COGO is an application used to perform coordinate geometry calculations such as coordinates of points bearings between points and distances between points Access 1 Select Apps from the MAIN MENU 2 Select COGO from the APPS menu 3 Complete application pre settings Refer to 10 Applications Getting Started 4 Select from the COGO menu Application Description Inverse Inverse Brg Dst Bearing Distance Ln Ln Line intersection Set Pt Set point by distance offset Line Ex Line extension 11 6 2 Inverse and Traverse Access
105. nment Pa N b Chainage va c Offset positive c Offset negative d Height difference positive d Height difference negative E Defined chainage and increment values will not be considered in the application Check Access Press Check from the Define Setout Check Slope values screen 3D Road Check 12 30 Circular 1 H NUM amp 3D Road Check x Page 1 Page 2 gt Pt 13 TgtHGT 0 000 m Offset era Chainage 2 301 m Offset 0 926 m i Diff i 736 m 736 m C reas RC gt gt Field Description Offset Defined horizontal offset Left Right or Centre Chainage Current chainage from measured point Offset Perpendicular offset to alignment Ht Diff Height difference between the measured point and the defined height Calculated difference in Easting coordinate between the measured point and the align ment element dN Calculated difference in Northing coordinate between the measured point and the align ment element Next step e Either press ALL to measure and record e Or press ESC to return to the Define Setout Check Slope values screen 0l m MAX Applications Zoom20 30 35 Pro 75 11 13 6 Slope Setout Description Access Define Slope Setout Slope Type Slope Grade 0l m The application Slope Setout is used to stake out the catch point which is the intersection point of a defined slope with the natural surface The slope is always
106. nnot completely exclude the possibility that other equipment may be disturbed or that humans or animals may be affected e Do not operate the product with radio or digital cellular phone devices in the vicinity of filling stations or chemical installations or in other areas where an explosion hazard exists e Do not operate the product with radio or digital cellular phone devices near to medical equipment e Do not operate the product with radio or digital cellular phone devices in aircraft FCC Statement Applicable tn U S Applicability Z WARNING GESMAX Safety Directions The greyed paragraph below is only applicable for Zoom20 Zoom20 Pro instruments 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 can radiate radio 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 deter mined by turning the equipment off and on the user is encouraged to try to correct the interference by one or more of the following measures
107. nts are provided STATION COORDINATES oth s201 Inst H 1 400 m RESID Stn E 0 000 m To display residuals Refer to Target Resid Sti fl 0 000 m uals Stn 2 0 000 m StdDev To display the standard deviation of the coordi nates and angle S If the instrument height was set to 0 000 in the setup screen then the station height refers to the height of the tilting axis Next step Press RESID to display the target residuals The TARGET RESIDUALS screen displays the computed residuals for the horizontal and vertical distances and the horizontal direction Residual Calculated value Measured value Ss GES MAX Applications Zoom20 30 35 Pro 50 Messages Next step 11 5 Description Missing Line Measure ment methods Polygonal method Radial method Access Missing line measure ments GESMAX The following are important messages or warnings that may appear Messages Selected point has no valid data Description This message occurs if the selected target point has no Easting or Northing coordinate Max 5 points supported Invalid data no position computed Invalid data no height computed 5 points have already been measured and another point is selected The system supports a maximum of 5 points The measurements may not allow final station coordinates Eastings Northings to be computed Either the target height is invalid or insufficient measur
108. of the red laser dot The maximum diameter of the circular movement described by the center of the laser dot should not exceed 3 mm at a height of 1 5 m 5 Ifthe center of the laser dot makes a clearly circular movement or moves more than 3 mm away from the point which was first marked an adjustment may be required Call your nearest GeoMax service centre Depending on brightness and surface type the size of the laser dot can vary At a height of 1 5 m an average diameter of 2 5 mm is estimated MAX Calibration Zoom20 30 35 Pro 86 13 7 Servicing the Tripod Service the tripod step 2 by step The connections between metal and timber components must always be firm and tight 1 Tighten the leg cap screws moderately with the allen key supplied 2 Tighten the articulated joints on the tripod head just enough to keep the tripod legs open when lifting the tripod off the ground 3 Tighten the screws of the tripod legs SS BGESMAX caibration Zoom20 30 35 Pro 87 14 14 1 Transport in the field Transport in a road vehicle Shipping Shipping transport of batteries Field adjustment 14 2 Care and Transport Transport When transporting the equipment in the field always make sure that you e either carry the product in its original transport container e or carry the tripod with its legs splayed across your shoulder keeping the attached product upright Never carry the product loose in a road
109. ons of the specified accuracy Principle Phase measurement Type Coaxial visible red laser Carrier wave 658 nm Measuring system Zoom20 30 Pro A2 A4 A6 Distance measu shift principle w Zoom20 Zoom35 Pro A4 System analyse A10 rement system using phase ith frequency 320 MHz r basis 100 MHz 150 MHz Technical Data Zoom20 30 35 Pro 90 15 3 Distancer Measurements without Reflectors Reflectorless mode Range Atmospheric conditions Accuracy Characteristics MA 0l m A2 without reflector Kodak Gray Card Range D Range F White side 90 reflective Grey side 18 reflective 80 260 330 lt 110 lt 360 A4 without reflector Kodak Gray Card Range D Range E Range F m ft ft m ft lt 1310 lt 660 m White side 90 reflective 200 660 300 990 lt 400 Grey side 18 reflective 100 330 150 490 lt 200 A6 without reflector Kodak Gray Card Range E m ft m ft m ft 3 1150 450 1480 lt 600 lt 1970 0 50 200 660 25 820 lt 350 lt 1150 White side 90 reflective Grey side 18 reflective A10 without reflector Kodak Gray Card Range D Range E Range F m lt 1000 lt 500 m White side 90 reflective Grey side 18 reflective 800 300 990 400 1310 lt 1640 Range of Measurement Display unambiguous 1 5
110. or is off For C amp T Tapping the icon opens the SETTINGS screen IR EDM mode for measuring to prisms and reflective targets For C amp T Tapping the icon opens the EDM SETTINGS screen RL EDM mode for measuring to all targets For C amp T Tapping the icon opens the EDM SETTINGS screen RL Long Range EDM mode for measuring to prisms For C amp T Tapping the icon opens the EDM SETTINGS screen BIL Keypad is set to numeric mode Keypad is set to alphanumeric mode Indicates telescope position is face For C amp T Tapping the icon opens the Level Up screen Indicates telescope position is face Il For C amp T Tapping the icon opens the Level Up screen Bluetooth is connected If there is a cross beside the icon the Bluetooth communication port is selected but the status is inactive For C amp T Tapping the icon opens the COMMUNICATION SETTINGS screen USB communication port is selected For C amp T Tapping the icon opens the COMMUNICATION SETTINGS screen RS232 communication port is selected For C amp T Tapping the icon opens the COMMUNICATION SETTINGS screen A double arrow indicates a field has a selectable list 3 4 Softkeys Description Softkeys are selected using the relevant F1 to F4 function key This chapter describes the functionality of the common softkeys used by the system The more specialised softkeys are described where they appear in the program chapters Common softkey func Key Description tions To change t
111. pecting the Laser Plummet of the Instrument 86 13 7 Servicing the Tripod 87 14 Care and Transport 88 14 1 Transport 88 14 2 Storage 88 14 3 Cleaning and Drying 88 15 Technical Data 90 15 1 Angle Measurement 90 15 2 Distance Measurement with Reflectors 90 15 3 Distancer Measurements without Reflectors Reflectorless mode 91 15 4 Distance Measurement Reflector Long Range 92 15 5 Conformity to National Regulations 92 1501 Dangerous Goods Regulations 92 15 5 2 Zoom20 Zoom20 Pro 92 15 5 3 Zoom30 Pro Zoom35 Pro 93 15 6 General Technical Data of the Instrument 93 15 7 Scale Correction 95 15 8 Reduction Formulas 96 16 Software Licence Agreement 97 17 Glossary 98 Appendix A Menu Tree 100 Appendix B Directory Structure 101 Appendix C Connector PIN Layout 102 Table of Contents Zoom20 30 35 Pro 5 1 1 Description About Warning Messages 1 2 Safety Directions General The following directions enable the person responsible for the product and the person who actually uses the equipment to anticipate and avoid operational hazards The person responsible for the product must ensure that all users understand these directions and adhere to them Warning messages are an essential part of the safety concept of the instrument They appear wherever hazards or hazardous situations can occur Warning messages e make the user alert about direct and indirect hazards concerning the use of the product e contain ge
112. points have been measured or selected The 3D area is calculated once the sloped reference plane is defined by three points Applications Zoom20 30 35 Pro 55 PO Instrument station P1 Target point which defines the sloped reference plane P2 Target point which defines the sloped reference plane P3 Target point which defines the sloped reference plane P4 Target point a Constant height b Perimeter 3D polygonal length from the start point to the current measured point of the area 3D c Area 3D projected onto the sloped reference plane d Volume 3D axc e Perimeter 2D polygonal length from the start point to the current measured point of the area 2D f Area 2D projected onto the horizontal plane g Volume 2D fxa Graphical representa tion Next step Press CALC to calculate area and volume and proceed to the Area amp Volume Result screens 2D 3D AREA amp VOLUME 20 AREA amp VYOLUME RESULT 1 2 z SD AREARVOLUME RESULT 2 2 an RESULT Pts 4 Pts 4 Area 0 015 ha Area 153 2357 m2 Area 1517 r95 m2 Per 53 13 m Fer 53 420 m Vol 29 821 m3 Vol 273 231 m3 S Perimeter and volume are updated if further area points are added Next step e Either press New to define a new area e Or press AddTg to add a new target point to the existing area e Or press ESC to exit the application 11 8 Remote Elevation Description Remote Elevation is an application used to compute points dir
113. press FNC from within any application and select Level Move the tripod legs 1 and use the tribrach footscrews 6 to center the plummet 4 over the ground point Adjust the tripod legs 5 to level the circular level 7 By using the electronic level turn the tribrach footscrews 6 to precisely level the instrument Refer to Level up with the electronic level step by step Center the instrument precisely over the ground point by shifting the tribrach on the tripod plate 2 Repeat steps 6 and 7 until the required accuracy is achieved Zoom20 30 35 Pro 21 Level up with the elec The electronic level can be used to precisely level up the instrument using the footscrews of the tribrach tronic level step by step 1 Turn the instrument until it is parallel to two footscrews 2 Center the circular level approximately by turning the footscrews of the tribrach 3 Turn on the instrument and if tilt correction is set to 1 or 2 axis the laser plummet will be activated automatically and the Level Up screen appears Otherwise press FNC from within any application and select Level gt _ The bubble of the electronic level appears if the instrument tilt is inside a certain levelling range 4 Center the electronic level of the first axis by turning the two footscrews When the electronic level is Plummet BAR 4 centered the indicator on one of the electronic bubbles is centered 5 Center the electronic level for the second axis b
114. r Concave sag Convex Concave Start point End point Radius Quadratic A quadratic parabola has the advantage that the rate of change of grade is constant parabola resulting in a Smoother curve A quadratic parabola has to be defined by e Start chainage and start height of P1 e End chainage and end height of P2 e Parameter or Length L grade of entry straight Grade In and grade of exit straight Grade Out TL we P P2 Pa P1 Start point e P2 End point Ba aa L Length Slope TSOX_115 SS GbESMAX Applications Zoom20 30 35 Pro 71 Horizontal and vertical a b geometry elements combined Z lt R1 al a Horizontal alignment top view b Vertical alignment front view R1 Radius 1 b1 Straight R2 Radius 2 b2 Curve al Straight b3 Straight a2 Curve with R1 b4 Parabola a3 Partial spiral with R1 and R2 b5 Straight a4 Curve with R2 a5 Spiral out with R2 and R oo de Stain e Tangent point 0 Start and end chainage and tangent points can be different for the horizontal and vertical alignments Slope elements ae m Measured point Horizontal alignment Hinge point Slope Catch point Natural surface Defined offset Defined height difference Cut situation for defined slope A Offset to catch point J Q r7OMD AN TD DW en d Explanation of the slope elements a Horizontal alignment at a defined chainage b Hinge point is defined by ent
115. r the chainage and the increment of grid points in length and cross direction of the reference line 12 13 Q Circular 1 SMH num amp REFERENCE GRID X Page 1 QO Page 1 Enter start chainage of grid start Chain Increment grid points by Increment Offset 3 500 m 0 500 m pack _ KC Field Description Start Chain Increment Distance from the reference line start point to the beginning grid start point Length of incrementation Offset Next step Offset distance from the reference line Press OK to proceed to the REFERENCE GRID SETOUT screen The signs for the distance and angle differences are correction values required minus actual The arrows indicate the direction to move to get to the setout point 12 15 Q Circular 1 4S MH ww amp Page 1 d H D d d Z z9 1 500 m METTA 0 000M 0 7710 g 30 119 m Field Horizontal direction from the measured point to setout point Positive if the telescope must be turned clockwise to the setout point Horizontal distance from the measured point to setout point Positive if the setout point is further away than the measured point Height difference from the measured point to the setout point Positive if the setout point is higher than the measured point Grid increment values The setout point is in the direction from the first to the second reference point Longitudinal distance f
116. rences are not computed or shown Next step Select a softkey option MEAS or SETOUT to proceed to a subapplication Ss BGESMAX applications Zoom20 30 35 Pro 58 11 9 4 Subapplication Measure Line amp Offset Description The Measure Line amp Offset subapplication calculates from measurements or coordinates longitudinal offsets parallel offsets and height differences of the target point relative to the reference line RL Reference line 1RP Start point MP Measured point dL Longitudinal offset dOff Parallel offset Example of height difference relative to first reference point 1RP 1st reference point 1BP ist base point 1RP RH d Z RH Reference height Hd ss Hd Height difference between reference and base point 1BP dZ Height difference from reference height Access Press MEAS in the REFERENCE LINE screen Measure Field Description a Calculated distance perpendicular from the reference line jt lesen aeee rae tne er ee Next step e Either press ALL to measure and record e Or press BACK to return to the REFERENCE LINE screen 11 9 5 Subapplication Setout Description The setout subapplication calculates the difference between a measured point and the calculated point The orthogonal dLine dOffset d d Z and polar dHA d hDIST d d Z differences are displayed Example orthogonal setout 1RP 1st reference point SP Set out point MP Measured point
117. rom direct sunlight and avoid uneven tempera tures around the instrument The laser plummet described in this topic is built into the vertical axis of the instrument It projects a red spot onto the ground making it appreciably easier to centre the instrument The laser plummet cannot be used with a tribrach equipped with an optical plummet ae ae When setting up the tripod pay attention to ensuring N R a horizontal position of the tripod plate Slight correc tions of inclination can be made with the foot screws I P of the tribrach Larger corrections must be done with the tripod legs Loosen the clamping screws on the tripod legs pull out to the required length and tighten the clamps a In order to guarantee a firm foothold sufficiently press the tripod legs into the ground b When pressing the legs into the ground note that the force must be applied along the legs Careful handling of tripod e Check all screws and bolts for correct fit e During transport always use the cover supplied e Use the tripod only for surveying tasks Extend the tripod legs to allow for a comfortable working posture Position the tripod over the marked ground point centring it as best as possible Fasten the tribrach and instrument onto the tripod Turn on the instrument and if tilt correction is set to 1 or 2 axis the laser plummet will be activated automatically and the Level Up screen appears Otherwise
118. rom the instrument which is within 5 of the horizontal WW Change face and aim at the target point again I gt For checking the horizontal aim the difference in HA and VA are displayed 5 Press REC to measure to the target point CS The old and new calculated values are displayed 6 Either e Press OK to save the new calibration data or e Press ESC to exit without saving the new calibration data 0l m MAX Calibration Zoom20 30 35 Pro 84 Messages The following are important messages or warnings that may appear Messages Description VA angle not suitable for The vertical angle deviates from the required horizontal line of sight or adjustment in face II the vertical angle deviates by more than 5 from the target point Aim at the target point with an accuracy of min 5 Confirmation of the message required Results out of tolerance Computed values out of tolerance The previous values are retained and Previous values retained measurements should be repeated Confirmation of the message required HA angle not suitable for Horizontal angle in face II deviates by more than 5 from the target point adjustment Aim on the target point with an accuracy of min 5 Confirmation of the message required Measurement Error Try Measurement error appears when for example there is an unstable set again up Repeat the process Confirmation of the message required
119. rom the measured point to the setout point Positive if setout point is further away than the measured point Perpendicular distance from the measured point to the setout point Positive if setout point is to the right of the measured point e Either press ALL to measure and record e Or press ESC to return to the Enter start chainage of grid screen and from there press BACK to return to the REFERENCE LINE screen MAX Applications Zoom20 30 35 Pro 61 11 9 7 Line Segment Description Access Segment Definition 0l m The line segment application calculates and displays the setout elements for the points along the line orthogonal dL dO dH and polar dH A dH D d d z Line Segment is limited to the reference line between the defined start and end points of the line Example Line Segment Setout OF Fg 2 PO Instrument station P1 First reference point P2 Second reference point a Reference line dl Segment length d2 Misclosure Press Segment from the REFERENCE LINE screen Enter either the number of segments or the length of segments and define how the remaining line length is treated This misclosure can be placed at the start at the end at the start and the end or distributed evenly along the line 12 17 Q Circular 1 4S MH num amp Page 1 gt Define Line Segment Line Length 51 176 m Segment Length 3 412 m Segment No 15 Misclosure 3 408 m Distrib None 4 gt
120. rs or other electronic equipment pay attention to the information about electromagnetic compatibility provided by the manufacturer Disturbances caused by electromagnetic radiation can result in erroneous measurements Although the product meets the strict regulations and standards which are in force in this respect GeoMax cannot completely exclude the possibility that the product may be disturbed by intense electromagnetic radiation for example near radio transmitters two way radios or diesel generators Precautions Check the plausibility of results obtained under these conditions If the product is operated with connecting cables attached at only one of their two ends for example external supply cables interface cables the permitted level of electromagnetic radiation may be exceeded and the correct functioning of other products may be impaired Precautions While the product is in use connecting cables for example product to external battery product to computer must be connected at both ends Use of product with Bluetooth Electromagnetic radiation can cause disturbances in other equipment in installations in medical devices for example pacemakers or hearing aids and in aircraft It can also affect humans and animals Precautions Although the product meets in combination with radio or digital cellular phone devices recommended by GeoMax the strict regulations and standards which are in force in this respect GeoMax ca
121. s The following are important messages or warnings that may appear Messages Description Cannot edit attribute Attribute with fixed status cannot be changed No codelist available No codelist in memory Manual input for code and attributes are called automatically Code not found No code is assigned to the entered number GGO Codelists can be easily created and uploaded to the instrument using the supplied GGO software SS GbESMAX Coding Zoom20 30 35 Pro 40 9 MapView Interactive Display Feature 9 1 Overview Availability Only available on Zoom30 Pro and Zoom35 Pro Description MapView is an display feature embedded in the firmware MapView provides a graphical display of the survey elements which allows for a better overall understanding of how the data being used and measured relates to each other 9 2 Accessing MapView Description The MapView interactive display feature is provided as a page within applications It is accessed through the application itself Depending on the application and from where in the application MapView is accessed different MapView modes are available Access To view points on a map e In R SURVEY SURVEY change to page 4 5 e In Apps press the softkey MAP 9 3 MapView Components 9 3 1 Screen Area Standard screen 07 47 Circular 1 num age 1 a ii of 45 Te ale Q me a North arrow b le 2 2 4 Zoon Zoon Fit END _ a 009225001 en c Toolbar Scale bar Symbol
122. s editable to set a user defined constant Input can only be made in mm Limit value 999 9 mm to 999 9 mm Laser Beam Visible laser beam is deactivated Visible laser beam for visualising the target point is activated NavLight Off NavLight is deactivated On NavLight is activated The person at the prism can be guided by the flashing lights directly to the line of sight The light points are visible up to a distance of 150 meters This is useful when staking out points Working range 5m to 150 m 15 ft to 500 ft Positioning accuracy 5cm at 100 m 1 97 at 330 ft a Flashing red diode b Flashing yellow diode 100 m 300 ft ATMOSPHERIC DATA This screen enables the entry of atmospheric parameters Distance measurement is influenced directly by ENTRY the atmospheric conditions of the air in which the measurements are taken In order to take these influ ences into consideration distance measurements are corrected using atmospheric correction parameters The refraction correction is taken into account in the calculation of the height differences and the horizontal distance Refer to 15 7 Scale Correction for the application of the values entered in this screen When PPM 0 is selected the GeoMax standard atmosphere of 1013 25 mbar 12 C and 60 relative humidity will be applied PROJECTION SCALE This screen enables entry of the scale of projection Coordinates are corrected with the PPM parameter
123. se guidelines on our web page www geomax positioning com dgr to ensure that you are in accordance with the IATA Dangerous Goods Regulations and that the GeoMax products can be transported correctly ae Damaged or defective batteries are prohibited from being carried or transported onboard any aircraft Therefore ensure that the condition of any battery is safe for transportation 15 5 2 Zoom20 Zoom20 Pro Conformity to national Hereby GeoMax AG declares that the instrument is in compliance with the essential regulations C 4 requirements and other relevant provisions of applicable European Directives The decla ration of conformity is available from GeoMax AG 5DE MA Technical Data Zoom20 30 35 Pro 92 15 5 3 Zoom30 Pro Zoom35 Pro Conformity to national regulations Frequency band Output power e FCC Part 15 applicable in US e Hereby GeoMax AG declares that the Zoom30 Pro Zoom35 Pro instrument is in compliance with the essential requirements and other relevant provisions of Directive 1999 5 EC and other applicable European Directives The declaration of conformity is available from GeoMax AG Class 1 equipment according European Directive 1999 5 EC R amp TTE can be placed on the market and be put into service without restrictions in any EEA Member state e The conformity for countries with other national regulations not covered by the FCC part 15 or Euro pean directive 1999 5 EC has to be
124. sets is called the reference line All measured data refers to the reference line Reference line BL RL BP BP Base point R BL Base line RP Reference point RP RL Reference line L Off Parallel offset BPI L Longitudinal offset Off R Rotation parameter Access After completing the measurements required for defining the base line the REFERENCE LINE screen will appear REFERENCE LINE REFERENCE LIME 1 2 Length 35 497 m New es a To define a new base line Offset MEAS Line 1 To measure Line amp Offset Z i 0 000 m SETOUT To set out points orthogonal to the reference line Description Length Length of the base line Offset Parallel offset of the reference line relative to the base line P1 P2 Positive values are to the right of the base line Line Longitudinal offset of the start point reference point P3 of the reference line in the direction of base point 2 Positive values are towards base point 2 Z Height offset of the reference line to the selected reference height Positive values are higher than the selected reference height Rotate Rotation of the reference line clockwise around the reference point P3 Ref Hgt Pt 1 Height differences are computed relative to the height of the first reference point Pt 2 Height differences are computed relative to the height of the second reference point Interpolated Height differences are computed along the reference line w o Height Height diffe
125. t values Tray Offset 0 000 m Length Off 0 000 m Default ea 7 continous To reset offset values to 0 Column Default Corum x To go to Column Offset Field Description Trav Offset Perpendicular offset Positive if the offset point is to the right of the measured point Longitudinal offset Positive if the offset point is further away than the measured point Z Offset Height offset Positive if the offset point is higher than the measured point Mode Period for which the offset is to apply O after REC The offset values are reset to 0 after the point is saved Continuous The offset values are applied to all further measurements cE The offset values are always reset to 0 when the application is quit Next step e Press OK to calculate the corrected values and return 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 7 3 Column Offset Description Determines the coordinates of the centre point of cylindrical objects and their radius The horizontal angle to points on both the left and right sides of the object are measured and the distance to the object as well N PO Instrument station m P1 Centre point of cylindrical object Hz1 Horizontal angle to a point on the left side of the object Hz2 Horizontal angle to a point on the right side of the object d Distance to the object in the middle be
126. ta transfer is realised with 7 databits 8 Data transfer is realised with 8 databits Even parity Available if data bit is set to 7 Odd parity Available if data bit is set to 7 No parity Available if data bit is set to 8 CR LF The terminator is a carriage return followed by a line feed CR The terminator is a carriage return Stop bits 1 Number of bits at the end of a block of digital data Acknowledge On Acknowledgement expected from other device after data transfer received An error message will display if no acknowledgement is returned Off No acknowledgement expected after data transfer SS BESMAX Settings Zoom20 30 35 Pro 31 Description Access Calibration options 6 2 Tools Calibration The CALIBRATION menu contains tools to be used for the electronic calibration of the instrument Using these tools helps to maintain the measuring accuracy of the instrument 1 Select Tools from the MAIN MENU 2 Select Calib from the TOOLS menu 3 Select a calibration option from the CALIBRATION screen In the CALIBRATION screen there are several calibration options Menu selection Description HA Collimation Refer to Line of sight error Vertical Index Refer to Vertical index error Comp Index Refer to Compensator index error View Adjustment Data Displays the current calibration values that have been set for HA Collimation and V index Auto Start Routine
127. teries must be dried before storing or use e A storage temperature range of 0 C to 30 C 32 F to 86 F in a dry environment is recommended to minimize self discharging of the battery e At the recommended storage temperature range batteries containing a 30 to 50 charge can be stored for up to one year After this storage period the batteries must be recharged Cleaning and Drying Objective eyepiece and reflectors Fogging of prisms GESMAX e Blow dust off lenses and prisms e Never touch the glass with your fingers e Use only a clean soft lint free cloth for cleaning If necessary moisten the cloth with water or pure alcohol Do not use other liquids these may attack the polymer components Care and Transport 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 ambient temperature Zoom20 30 35 Pro 88 Dry the product the transport container the foam inserts and the accessories at a temperature not greater than 40 C 104 F and clean them Remove the battery cover and dry the battery compartment Do not repack until everything is completely dry Always close the transport container when using in the field Damp products Cables and plugs Keep plugs clean and dry Blow away any dirt lodged in the plugs of the connecting cables Connec
128. tical angles e Measuring distances e Recording measurements e Visualizing the aiming direction and vertical axis e Data communication with external appliances e Computing by means of software e Use of the product without instruction e Use outside of the intended use and limits e Disabling safety systems e Removal of hazard notices e Opening the product using tools for example screwdriver unless this is specifically permitted for certain functions e Modification or conversion of the product e Use after misappropriation e Use of products with obviously recognisable damages or defects e Use with accessories from other manufacturers without the prior explicit approval of GeoMax e Aiming directly into the sun e Inadequate safeguards at the working site e Deliberate dazzling of third parties e Controlling of machines moving objects or similar monitoring application without additional control and safety installations SS GbESMAX Safety Directions Zoom20 30 35 Pro 6 1 3 Limits of Use Environment Z DANGER 1 4 Suitable for use in an atmosphere appropriate for permanent human habitation not suitable for use in aggressive or explosive environments Local safety authorities and safety experts must be contacted before working in hazardous areas or close to electrical installations or similar situations by the person in charge of the product Responsibilities Manufacturer of the
129. ting 52 11 6 2 Inverse and Traverse 52 11 6 3 Intersections 53 11 6 4 Offsets 54 11 6 5 Extension 55 11 7 Area amp Volume 55 11 8 Remote Elevation 56 11 9 Reference Element Reference Line 57 11 9 1 Overview 57 11 9 2 Defining the Base Line 57 11 9 3 Defining the Reference Line 58 11 9 4 Subapplication Measure Line amp Offset 59 11 9 5 Subapplication Setout 59 11 9 6 Grid Setout 60 11 9 7 Line Segment 62 11 10 Reference Element Reference Arc 63 11 10 11 Overview 63 11 10 2 Defining the Reference Arc 64 11 10 3 Subapplication Measure Line amp Offset 64 11 10 4 Subapplication Setout 65 11 11 Construction 66 11 11 1 Starting Construction 66 11 11 2 Layout 67 11 11 3 As Built Check 67 11 12 Road 2D 68 11 13 Road 3D 69 11 13 1 Starting 69 11 13 2 Basic Terms 70 11 13 3 Creating or Uploading Alignment Files 73 11 13 4 Setout 74 11 13 5 Check 75 11 13 6 Slope Setout 76 11 13 7 Check Slope 78 12 Data Management 79 12 1 Data Management 79 12 2 Exporting Data 79 12 3 Importing Data 80 12 4 Working with a USB Memory Stick 81 12 5 Working with Bluetooth 82 12 6 Working with GeoMax Geo Office and GGO Tools 82 Table of Contents Zoom20 30 35 Pro 4 GESMA 13 Calibration 83 13 1 Overview 83 13 2 Preparation 83 13 3 Calibrating Line of Sight and Vertical Index Error 84 13 4 Calibrating the Compensator 85 13 5 Calibrating the Circular Level of the Instrument and Tribrach 86 13 6 Ins
130. tive if the set out point is to the right of the measured point Longitudinal distance from the measured point to the set out point Positive if the set out point is further away than the measured point Messages The following are important messages or warnings that may appear Messages Description Base line too short Base line is shorter than 1 cm Choose base points such that the horizontal separation of both points is at least 1 cm Coordinates invalid No coordinates or invalid coordinates for a point Ensure that points used have at least Easting and Northing coordinates Next step e Either press ALL to measure and record e Or press gt BACK to return to the REFERENCE LINE screen e Or continue selecting ESC to exit the application 11 9 6 Grid Setout Description The Grid subprogram calculates and displays the stake out elements for the points on the grid orthogonal dL dO dH and polar dH A d H D d d z The grid is defined without boundaries It can be extended over the first and second base points of the reference line Example Grid Setout Pa a A A A A 7 a Reference line PO Instrument station P1 Start point P2 End point di Start distance d2 Increment d3 Line offset TSOX_039 Access Press Grid from the REFERENCE LINE screen Ss BGESMAX applications Zoom20 30 35 Pro 60 Grid definition REFERENCE GRID SETOUT Next step Ente
131. tors with dust Wet connectors must be dry before attaching the dust cap caps SS GbESMAX Care and Transport Zoom20 30 35 Pro 89 15 15 1 Accuracy Characteristics 15 2 Technical Data Angle Measurement Available Standard deviation HA Display resolution angular accura VA ISO 17123 3 cies mgon mgon mil 1 0 3 1 0 0001 0 01 2 0 6 1 0 0001 0 01 0 0001 3 1 0 0 0001 5 1 5 0 0001 7 2 m 0 1 0 1 0 01 0 1 0 01 Absolute continuous diametric Updates each 0 1 to 0 3 s Distance Measurement with Reflectors Range Atmospheric conditions Range A Accuracy Characteristics 0l m MA Standard prism 3 prisms A2 A4 A6 Shortest measuring distance 1 5m Range B Range C Overcast no haze visibility about 40 km no heat shimmer Accuracy refers to measurements to standard reflectors EDM measuring mode Standard deviation Measurem ISO 17123 4 Strong haze visibility 5 km or strong sunlight severe heat shimmer Light haze visibility about 20 km or moderate sunlight slight heat shimmer ent time typical s A2 A4 A6 A10 Zoom20 30 Pro Zoom20 Zoom35 Pro R Continuous 3mm 2 ppm 0 3 2 4 R Default 2mm 2 ppm 2 4 2 4 R Quick 3mm 2 ppm 2 0 1 0 Foil 3mm 2 ppm 2 4 Beam interruptions severe heat shimmer and moving objects within the beam path can result in devia ti
132. ttributes e Attributes with status fixed are write protected They cannot be overwritten or edited e For attributes with status Mandatory an input or a confirmation is required e Attributes with status Normal can be edited freely 8 2 Rapid Coding Availability Only available on Zoom30 Pro and Zoom35 Pro Description Using rapid coding a predefined code can be called directly via the keypad on the instrument The code is selected by entering a two digit number the measurement is then triggered and the measured data and code saved A total of 99 rapid codes can be assigned The rapid code number can be assigned when the code is created in the Coding screen in the Codelist Manager in GGO or it is assigned in accordance with the order in which the codes were entered for example 01 gt first code in the code list 10 gt tenth code in the code list Access 1 Select Apps from the MAIN MENU 2 Select SURVEY from the Apps Menu 3 Press R Code GbESMAX Coding Zoom20 30 35 Pro 39 m Rapid coding step by Press R Code step 2 Enter a two digit number on the keypad S A two digit code must always be entered on the keypad even if only a one digit code was assigned For example 4 gt enter 04 3 The code is selected the measurement triggered and the measured data and code saved The name of the selected code is displayed after the measurement 4 Press R Code again to end rapid coding Message
133. tween Hz1 and Hz2 R Radius of cylinder Azimuth from Hz1 to Hz2 Access Press Column from the Offset screen COLUMN OFFSET ric Slee A Page 1 H A Left 50 0000 g HALeft cocina a P To trigger measurement for the left side of the dH A 0 0000 g object PrismOffset HARight To trigger measurement for the right side of the snc Field Description H A Left Measured horizontal direction to the left side of the object Using the verticalhair aim at the left side of the object then press HALeft H A Right Measured horizontal direction to the right side of the object Using the verticalhair aim at the right side of the object then press HARight dH A Deviation angle Rotate the instrument to aim in the direction of the centre point of the cylindrical object such that dH A is zero PrismOffset Prism offset distance between the centre of the prism and the surface of the object to be measured If the EDM mode is Non Prism the value is set to zero automatically SS GBESMAX Functions Zoom20 30 35 Pro 35 COLUMN OFFSET RESULT 7 4 Next step Once dH A is zero press ALL to complete the measurement and display the results 12 08 Circular 1 SH wm amp Page 1 gt Pt l Ss Comment go s E 7 426 m END l N 6 343 m To record results and return to the main Offset Z 1 400 m screen Radius 0 766 m NEW ew NEW To measure a new cylindrical object Northing coordi
134. uction line CE The height of the line start point is always used as the reference height Access Press ASBLT from the LAY OUT screen AS BUILT CHECK The graphics are scaled to give a better overview Therefore it is possible that the station point moves in the graphics LAYOUT To switch to Layout mode to set out points Shift To enter values for shifting the line Longitudinal offset Positive if measured point is further along the construction line from the start point Perpendicular offset Positive if measured point is to the right of the construction line Calculated difference in height Positive if measured point is higher than the construction line start point height SS GbESMAX Applications Zoom20 30 35 Pro 67 11 12 Road 2D Description Road Alignment is an application used to measure or set out points relative to a defined element The element can be a line curve or spiral Chainage incremental set outs and offsets left and right are supported PO Center point P1 Start point of arc P2 End point of arc P3 Point to set out a Anti clockwise b Clockwise c Distance from start of arc following curve d Perpendicular offset from arc r Radius of arc Access 1 Select Apps from the MAIN MENU 2 Select Road 2D from the Apps menu 3 Complete application pre settings 4 Select the element type e Line e Curve e Spiral
135. vehicle as it can be affected by shock and vibration Always carry the product in its transport container original packaging or equivalent and secure it When transporting the product by rail air or sea always use the complete original GeoMax packaging transport container and cardboard box or its equivalent to protect against shock and vibration When transporting or shipping batteries the person responsible for the product must ensure that the applicable national and international rules and regulations are observed Before transportation or shipping contact your local passenger or freight transport company Periodically carry out test measurements and perform the field adjustments indicated in the User Manual particularly after the product has been dropped stored for long periods or transported Storage Product Field adjustment Li Ion batteries 14 3 Respect the temperature limits when storing the equipment particularly in summer if the equipment is inside a vehicle Refer to 15 Technical Data for information about temperature limits After long periods of storage inspect the field adjustment parameters given in this user manual before using the product e Refer to Technical Data for information about storage temperature range e Remove batteries from the product and the charger before storing e After storage recharge batteries before using e Protect batteries from damp and wetness Wet or damp bat
136. ware Licence Agreement Such agreement is provided together with all products and can also be referred to and downloaded at the GeoMax home page at http www geomax positioning com or collected from your GeoMax distributor You must not install or use the software unless you have read and accepted the terms and conditions of the GeoMax Software Licence Agreement Installation or use of the software or any part thereof is deemed to be an acceptance of all the terms and conditions of such Licence Agreement If you do not agree to all or some of the terms of such Licence Agreement you must not download install or use the software and you must return the unused software together with its accompanying documentation and the purchase receipt to the distributor from whom you purchased the product within ten 10 days of purchase to obtain a full refund of the purchase price g 6GESMAX Software Licence Agreement Zoom20 30 35 Pro 97 17 Glossary Instrument axis Plumb line compen sator Standing axis inclina tion Zenith Crosshairs Line of sight error horizontal collimation Vertical index error ZA Line of sight collimation axis Telescope axis line from the cross hairs to the center of the objective SA Standing axis Vertical rotation axis of the telescope KA Tilting axis Horizontal rotation axis of the telescope Also known as the Trunion axis V Vertical angle zenith angle VK Vert
137. with a USB Memory Stick and Appendix B Directory Struc ture e Either select a menu option using 1 7 e Or press ESC to return to the MAIN MENU Exporting Data Description Access GESMAX Job data can be export ed from the internal memory of the instrument Data can be exported via The RS232 serial interface A receiver such as a laptop is connected to the RS232 USB port The receiver requires GGO Data Exchange Manager or another third party software ee transfer t If the receiver is too slow in processing data the data could be lost With this type of data he instrument is not informed about the performance of the receiver no protocol Therefore the success of this type of transfer is not checked A USB memory stick A USB memory stick can be inserted and removed from the USB host port No additional software is required for the transfer 1 Select Trans from the MAIN MENU 2 Select Export from the DATA IMPORT amp EXPORT menu Data Management Zoom20 30 35 Pro 79 DATA EXPORT DATA EXPORT To USB St ick Data Type Observations 4p SEARCH select Job J101 4 To search for jobs within the internal memory DISPL To list all jobs within the internal memory Field Description USB memory stick or RS232 serial interface Data Type Data type to be transferred to Interface Observations KnownPts or Observ amp KnownPts Data type to be transferred to
138. y turning the last footscrew When the electronic level is Plummet BAH 4 centered the indicator on the second electronic bubble is centered When the electronic level is centered the instrument has been perfectly levelled up Plummet EAH 4 C AN I I OK T_T 6 Accept with OK Change the intensity of External influences and the surface conditions may require the adjustment of the intensity of the laser the laser plummet plummet In the Level Up screen adjust the intensity of the laser plummet using the navigation key The laser can be adjusted in 25 steps as required Under some circumstances the laser dot is not visible for example over pipes In this case using a trans parent plate enables the laser dot to be seen and then easily aligned to the center of the pipe Position over pipes or holes 0l m MAX Operation Zoom20 30 35 Pro 22 4 2 Working with the Battery Charging first time use The battery must be charged prior to using it for the first time because it is delivered with an energy content as low as possible The permissible temperature range for charging is between 0 C to 40 C 32 F to 104 F For optimal charging we recommend charging the batteries at a low ambient temperature of 10 C to 20 C 50 F to 68 F if possible It is normal for the battery to become warm during charging Using the chargers recommended by GeoMax it is not possible to charge the batter
139. y if the temperature is too high For new batteries or batteries that have been stored for a long time gt three months it is effectual to make only one charge discharge cycle For Li lon batteries a single discharging and charging cycle is sufficient We recommend carrying out the process when the battery capacity indicated on the charger or on a GeoMax product deviates signif icantly form the actual battery capacity available Operation Discharging Change the battery step by step Zoom_007 The batteries can be operated from 20 C to 55 C 4 F to 131 F Low operating temperatures reduce the capacity that can be drawn high operating temperatures reduce the service life of the battery Open the battery compartment 1 and remove the battery holder Remove the battery from the battery holder 2 Insert the new battery into the battery holder 3 ensuring that the contacts are facing outward The battery should click into position Insert the battery holder back into the battery compartment 4 a The polarity of the battery is displayed inside the battery housing 4 3 Data Storage Description An internal memory is included in all instruments The firmware stores all data in jobs in a database in the internal memory Data can then be transferred to a computer For Zoom30 Pro Zoom35 Pro instruments data can also be transferred from the internal memory to a computer or other device v

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