Kolida CTS-632R10M Manual Download Page 85

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11.1.2 Vertical Alignment Data

Vertical Alignment Menu

A vertical curve consists of series of intersection points. The intersection point consists of a

stake number, elevation and curve length. The start/end points and end curve length must be a

zero.

Operation procedure

Operation

Display

①

Enter

define

vertical

alignment

②

After input stake number,

elevation and length, press

(OK) key to finish setting

Summary of Contents for CTS-632R10M

Page 1: ...phanumeric Characters 10 3 FUNCTION KEY AND DISPLAY 12 3 1 Operating Key 12 3 2 Function Key 13 3 3 Star key 16 4 INITIAL SETTINGS 18 4 1 Setting the Temperature and Atmospheric Pressure 18 4 2 Settin...

Page 2: ...s of Coordinate Measurement 33 7 2 Setting Coordinate Values of Station Point 35 7 3 Setting Height of the Instrument 36 7 4 Setting Height of Target Prism Height 37 8 DATA COLLECTION 39 8 1 Point Col...

Page 3: ...1 4 Calculation 83 11 1 5 Road select 83 12 Station 84 12 1 Known Point 84 12 2Resection 89 12 3 Point to Line Measurement 90 12 4 Height Transfer 92 12 5 Backsight Check 94 13 DATA 95 13 1 JobManagem...

Page 4: ...Other Setting 110 15 CHECK AND ADJUSTMENT 111 15 1 Plate Vial 111 15 2 Circular Vial 112 15 3 Compensator 112 15 4 Inclination of Reticle 114 15 5 Perpendicularity of Line of Sight to Horizontal Axis...

Page 5: ...15 12 Related Parts for Reflector 122 16 SPECIFICATION 113 17 ERROR DISPLAYS 126 18 SAFETY INSTRUCTIONS 126 18 1 Integrated EDM Visible Laser 125 18 2 Laser Plummet 128...

Page 6: ...e display and simplify the operation 3 SD Card Support Supporting 32G SD memory card in maximum and the data can be exported to the SD card in any time 4 Automatic Data Collection Automated field data...

Page 7: ...once a month 6 The instrument should be placed in its carrying case during transportation It is recommended that the original packing case should be used for cushioning during extended transportation...

Page 8: ...3 2 2 Appearance Instrument Center Mark HI Laser Plummet RS232 SD Card USB Leveling Screw Collimator Vertical Tangent unit HI Display Unit HI Tribrach Clamp HI...

Page 9: ...4 Object Lens Battery EDM Trigger Key Horizontal Tangent Unit Circular Vial...

Page 10: ...s to suitable length and tighten the screws firmly plant the tripod in the ground over the point of beginning 2 Attaching the instrument to the tripod Secure the instrument carefully on the tripod and...

Page 11: ...d screw place the point on the center mark of the optical plummet Sliding the instrument carefully as to not rotate the axis will allow you to get the least dislocation of the bubble Press after power...

Page 12: ...current measurement model even the leftover battery is enough to in angle measurement mode but you cannot make sure it is enough to use in distance measurement mode Because the power consumption of di...

Page 13: ...ting the battery and charger the battery or the charger may be damaged Storage Caution Complete discharge of battery may shorten its service life In order to get the maximum service life be sure to re...

Page 14: ...ope focusing screw If there is parallax when your eye moves up and down or left and right this indicates the diopter of the eyepiece lens or focus is not adjusted well and accuracy will be effected Yo...

Page 15: ...t etc selecting item and input of numbers Example 1 Select I HT instrument height in the data Set Stn first press the MENU button then 5 Set Stn and then press F4 Press 1 Known Pt then get into the se...

Page 16: ...oint in Set Stn Mode Known Pt 1 Press or key to move the arrow when move to the inputting item press the switch key 2 Press 7 key once for A Press 7 key twice for B Press 7 key three times for C Press...

Page 17: ...Down Direction key Left Right ESC Escape Return to the measurement mode or previous page ENT Enter Inputting values or OK MENU Menu Switches menu mode and normal mode Conversion key Switch character a...

Page 18: ...F3 F4 Page Soft keys Display marks Function 1 2 F1 0SET Horizontal angle is set to 0 0 0 F2 HOLD Hold the horizontal angle F3 HSET Set a required horizontal by entering numbers F4 1 2 Scroll to the n...

Page 19: ...ce measurement mode F1 F2 F3 F4 Page Keys Display Function 1 1 F1 MEAS Begin measuring F2 MODE Sets measuring mode Fine Tracking F3 SO Select Stake Out measurement mode Coordinate measurement mode F1...

Page 20: ...a measuring mode Fine Tracking F3 STN Sets instrument coordinate F4 1 2 Shows the function of soft keys on page 2 2 2 F1 R HT Sets prism height F2 I HT Sets instrument height F3 BS Setting coordinate...

Page 21: ...t as the default setting is 30 2 E bubble electronic bubble can be adjust in this page 3 Press PPM Setting to enter meteorology value setting page If TP auto show off then you should measure the surro...

Page 22: ...ent times in Fine measurement mode as following image 5 Laser Pointer On or off the EDM laser pointer 6 Settings Setting for Battery management Back light setting Cross hair back light 7 Laser plummet...

Page 23: ...e the instrument will detect the Temperature and Atmospheric Pressure automatically and make the correction with PPM Measure the temperature and air pressure of the station point in advance For exampl...

Page 24: ...pressure is same as temperature setting If the atmospheric correction value calculated from the temperature and air pressure exceeds the range of 999 9 10 6 PPM the operation will return to step 4 au...

Page 25: ...phere correction value can be obtained from an atmospheric correction chart or correction formula PPM Operation Procedure Operation Display Press star key into quick setting then press 3 3 Press or to...

Page 26: ...set it will become the new default value until changed Operation Procedure Operation Display Press star key into quick setting Press key Press 1 key to choose Target 1 Input prism constant correction...

Page 27: ...Display Aim at the first target A Aim Target A To set horizontal angle of target A at 0 0 0 Then press theF1 0SET key and then press theF4 OK key F1 F4 Aim at the second target B The required V H ang...

Page 28: ...een the cross hairs and the target when viewing vertically or horizontally while looking into the telescope focusing is incorrect or eyepiece adjustment is poor This adversely effects precision in mea...

Page 29: ...ing the Angle Make sure the angle measurement mode is selected Operation procedure Operation Display Set the required horizontal angle using the horizontal tangent screw Display angle Press the F2 Hol...

Page 30: ...e Operation Display Aim the target Aim Press the F3 HSET key F3 Input the required horizontal angle by using the keys for example 150 10 20 inputs 150 10 20 Press ENT Carry on normal measurement after...

Page 31: ...mode is selected Operation procedure Operation Display Press F4 key to get the function on menu page P2 F4 Press the F1 V key F1 Each time the F1 V key is pressed the display mode switches When the an...

Page 32: ...e is displayed as shown below Make sure the angle measurement mode is selected Operation procedure Operation Display Press F4 key to get the menu on page 2 F4 Press the F3 VA key F3 Each time the F3 k...

Page 33: ...subject 6 1 Setting the Atmospheric Correction The atmospheric correction can be settled to the correction value by measuring the temperature and pressure Refer to section 4 2 Setting of the Atmospher...

Page 34: ...each measurement finished along with the beep 3 If the measurement result is affected by the atmospheric agitation the instrument can repeat the measurement automatically 4 If you want to return to th...

Page 35: ...30 Press key 1 Press F2 to enter then press or to switch between fine mode repeat mode and tracking mode F2 then press or 1 You can set the measuring mode when CTS 632R10M is power on...

Page 36: ...ut distance Displayed value In a stake out operation you can select either horizontal distance HD relative elevation VD and slope distance SD Operation procedure Operation Display In the distance meas...

Page 37: ...t measurement The difference between the measured distance and the stake out distance is displayed Aim the Prism Move the target until the value becomes 0 If the value come to zero or switch to other...

Page 38: ...ed Station Point Please setting the instrument height and prism height refer to Section 7 3 Setting Height of the Instrument and 7 4 Setting Height of Target prism Height Back sight point is needed an...

Page 39: ...isplay Set the direction angle of known point A 1 Set direction angle Aim at target prism B and press key Aim at target prism 1 Refer to Section 5 3 Setting of Horizontal Angle In the condition of lac...

Page 40: ...rigin points in coordinates then CTS 632R10M can automatically converts and displays the unknown point prism point coordinates into this exist coordinate system The instrument will keep the data of st...

Page 41: ...en the display returns to the coordinate measuring display menu Enter data ENT 7 3 Setting Height of the Instrument The instrument height value will be retained after power off Operation procedure Ope...

Page 42: ...y to back to the coordinate measuring function Enter the I H ENT 7 4 Setting Height of Target Prism Height This mode can be used to calculate z coordinate values The target height value will be saved...

Page 43: ...38 Press F1 R HT to display the current prism height F1 Input the prism height and press ENT to confirm and back to coordinate measuring function Enter the R HT ENT...

Page 44: ...ction Point Measurement refer to 8 1 Distance Offset Measurement Refer to 8 2 Plane Offset Measurement Refer to 8 3 Column Offset Measurement refer to 8 4 Missing Line Measurement refer to 8 5 Remote...

Page 45: ...dinate measurement angle measurement and distance measurement can be switched anytime when measuring Take Input first mode as an example other measurement operation are similar Press to switch the alp...

Page 46: ...Point name and code first then press or to switch Eg Distance F3 Aim at target point Aim Press F4 to measure and save automatically F4 Input the next point name and code aim at the target Repeat steps...

Page 47: ...42 8 2 Distance Offset Measurement Operation procedure Operation Display Press 2 key from collect mode 2 Input L R F B U D offset distance Input data Press F4 key Next F4...

Page 48: ...sured directly such as the distance or coordinate of the points on border Three random prism points P1 P2 P3 on a plane should be measured at first in the plane offset measurement mode to determine a...

Page 49: ...isplay Press 3key from collect mode to enter Plane Offset Measurement Then choose F1 F2 F3 for measurement or call or input coordinates 3 F1 Aim at prism point 1 input R HT press F1 Meas key Aim point...

Page 50: ...ed in same way Aim point2 F1 Aim point3 F1 Press F4 Next key F4 Aim at the target point on the plane the display will show horizontal and vertical angle of the point 1 2 Press F2 Distance SD HD and VD...

Page 51: ...name and code Code also can be called by Press F3 from Code database F3 1 If three measured point cannot define a plane by calculation the display will show no intersection then the measurement shoul...

Page 52: ...er of the column P0 can be calculated by measured direction angle of circumscription points P2 and P3 The angle of center point is equals to the average value of direction angle about P2 and P3 Operat...

Page 53: ...ress F4 Next F4 Aim at the left direction Press F4 Next F4 Aim at the right direction PressF4 Cal to calculate the coordinate of center point Press F4 Save to save data F4 F4 Input Point name and Code...

Page 54: ...oordinate value directly or calculate from coordinate data file MLM Mode has two modes 1 MLM 1 A B A C Measurement A B A C A D 2 MLM 2 A B B C Measurement A B B C C D Example MLM 1 A B A C Procedure o...

Page 55: ...point name Eg A Input character Aim prism A and press the F1 MEAS key or Call or Input Coordinate F1 MEAS PressF4 to return step then input end point name Eg B Press F4 then press keyboard Aim at pris...

Page 56: ...s F4 Calculate key HD VD and SD between A and B will shown as picture F4 Measure the distance between points A and C press F4 Next key 1 F4 Input end point name Eg C Press F4 Aim at prism C and press...

Page 57: ...points A and D repeat procedure to 1 1 Press the ESC key to return to previous surface HOW TO INPUT OR READ COORDINATE DATA It is possible to input coordinate values directly or read from a coordinat...

Page 58: ...53 Press F4 coordinate key F4 Input the end point continue to measure To return to Menu press the ESC key...

Page 59: ...target prism is not possible place the prism at any point on the vertical line from the target then carry out REM procedure as follows 1 With prism height h input Operation procedure Operation Displa...

Page 60: ...Aim P Press the F1 MEAS key measurement starts Index value between instrument and prism will be shown F1 Aim target K the elevation Z will be shown 2 Aim K 1 Refer to 2 10 How to Enter Alphanumeric C...

Page 61: ...ure Operation Display Press 1 key enter the COLLECT menu 1 Press 6 key enter REM 6 Aim the prism and press F1 MEAS and start measurement Index value between instrument and prism will be shown Aim targ...

Page 62: ...the instrument is in the main menu or angle measurement mode when power off It will make sure that the whole process of data import and export already done also prevent the data lost 2 It is recommen...

Page 63: ...nate data file When stake out mode is operating you can select file in the same way 9 2 Coordinate stake out The coordinate of stake out point can be input in two methods 1 Create new coordinate point...

Page 64: ...example Call coordinate from the coordinate data file Operation procedure Operation Display Press 1 coordinate stake out key 1 Press F3 call F3 Choose points from coordinate data press F1 key to chec...

Page 65: ...stake out F4 Adjust the horizontal tangent unit to make the HAD Horizontal angle difference become value 0 then press F4 Press F1 Meas Move level screw F4 F1 PressF3 1 3 to switch page F3 When all val...

Page 66: ...out F4 9 3 Angle distance stakeout Angle distance stakeout can be carried out by inputting the relative position relation between stakeout point and station point Operation procedure Operation Displa...

Page 67: ...Horizontal angle difference becomes value 0 then press F4 PressF1 Meas Move level screw F4 F1 Press F3 1 3 to switch When all value in page 1 and 3 become 0 the test built of layout point has complete...

Page 68: ...the distance relation between stakeout point and the line connected by two known points Operation procedure Operation Display Press the3 Refl SO key from the stakeout menu 3 Press F2 call F2 Choose t...

Page 69: ...64 P2 Press F4 Next F4 Input setting out point start from P1 to P2 as the baseline L R left right F B forward back U D up down keypad PressF4 Next to enter stakeout page F4...

Page 70: ...t to make the HAD value becomes 0 then press F4 Press F1 Meas Move leveling screw F4 F1 Press F3 1 3 to switch When all value in page 1 and 3 become 0 the setout has completed F3 Press F4 Next Pt key...

Page 71: ...dure Normal measurement mode MENU 3 Setting calculation file Coordinate Calculation refer to 10 1 Coordinate inverse calculation refer to10 2 Area and Perimeter refer to 10 3 Point and Line Inverse re...

Page 72: ...ordinate of starting point has two ways to input 1 Measure new coordinate point or input coordinate point 2 Call from the coordinate data file For example Get the coordinate of new point by input star...

Page 73: ...VD vertical distance and azimuth for the line connected by the two points The coordinate of starting point and end point have two ways to input 1 Measure new coordinate point or input coordinate poin...

Page 74: ...ess F4 Cal F4 10 3 Area Perimeter The area and perimeter of graph which composed by those measured points can be calculated by measuring 3 or 3 more points Operation procedure Operation Display Press3...

Page 75: ...70 Press F1 Add F1 Press F1 measure F1 Press F4 OK F4 Press F4 OK F4 Repeat step and to measure other new add point...

Page 76: ...t P3 you can get the coordinate of foot point from P3 to the straight line at last The coordinate of each point has two ways to input 1 Measure new coordinate point or input coordinate point 2 Call fr...

Page 77: ...72 Press F4 OK F4 Repeat step and to measure P2 and P3 F4 Press F4 Cal F4 Press F4 Save F4 Input this point s name and coordinate pressF4 OK F4...

Page 78: ...73 10 5 Point Projection Measure 2 starting points P1 and P2 to define a straight line at first then measure a...

Page 79: ...74 11 PROGRAM Normal measurement mode MENU 4...

Page 80: ...take coordinate calculation and stake out to designed point according to the confirmed stake number and difference of road design Before road design and stake out you should set the project station p...

Page 81: ...it allows you to define a straight line A straight line parameter only include length the value should larger than zero Circular Curve Press F3 key Curve in the HZ AL Screen to define a circular curve...

Page 82: ...tarting radius and ending radius If the input radius is you can input 0 as its value When Rs and Re value is positive transition parameter A is symbolic number The rule of transition curve parameter A...

Page 83: ...define horizontal alignment if it is not defined the display will show the start point page 1 Enter Enter alignment data input page by press OK key F4 Choose different alignment to input then finish t...

Page 84: ...izontal alignment 2 Enter Choose the horizontal alignment to check and edit Choose F4 Import horizontal alignment Operation procedure Operation Display Enter import horizontal alignment Enter Clear ho...

Page 85: ...ersection points The intersection point consists of a stake number elevation and curve length The start end points and end curve length must be a zero Operation procedure Operation Display Enter defin...

Page 86: ...lignment 2 You can find check the inputted vertical alignment data also can edit when you enter check detail information Import Vertical Alignment Operation procedure Operation Display Enter define ve...

Page 87: ...rtical alignment can be defined according to the procedures in the previous sections If it does not need to fill or cut user does not need to define the vertical alignment Offset Left the HD between l...

Page 88: ...ake No interval difference and vertical distance then enter next step 3 Show the stake No and difference information of stakeout point press F4 Next to start F4 Show the information of stakeout point...

Page 89: ...isplay Enter road select page choose the road file then press ENT confirm and exit Enter Operation procedure Operation Display Enter single point coordinate calculation input mileage and point name in...

Page 90: ...own Point Station point and back sight point can be set by two ways 1 Call the coordinate setting from internal memory 2 Directly input the coordinate data or create new coordinate data Station coordi...

Page 91: ...ordinate data file Operation procedure Operation Display Press 1 Known Pt from the set station menu 1 Press F3 Call F3 Choose a point and press F3 OK F3 Press F4 Next to forward back sight select F4 T...

Page 92: ...87 1 Coordinate Operation procedure Operation Display Press1 to select coordinate 1 Press F3 Call F3 Press F3 OK F3 Press F4 Next aim at target F4...

Page 93: ...2 Angle PressF4 Orient key F4 PressF1 Measure key if need F1 Press F1 Angle F2 Dist F3 Coord to get the results then finish the measurement Operation procedure Operation Display Press2 to select angle...

Page 94: ...89 Input azimuth keyboard Press F4 Next F4 Aim at target Press F4 Orient F4 Press F1 Meas if needed F1 Press F1 Angle F2 Dist F3 Coord to get the data then finish the measurement...

Page 95: ...distance measurement 2 or more points must be measured the angle between two points should not exceed 180 The station point coordinate value will be calculated using the least squares method except in...

Page 96: ...d for the example as B After measuring the 2 points the coordinate and the direction angle of the instrument will be calculated and recorded Input Point name and prism height then press Dist key to ge...

Page 97: ...92 Operation procedure Operation Display Press3 Point to line from set station menu 3 PressF1 measure the distance from point A to station point F1 Press F4 Next F4...

Page 98: ...to save the coordinate Input F4 set 12 4 Height Transfer This mode is used for adjust the elevation of station point calculate the elevation of station point by measuring a coordinate of known point...

Page 99: ...94 Eg Call the point coordinate from the file Operation procedure Operation Display Press 4 Height Transfer from set Station menu 4 Press F3 Call F3 Press F3 OK F3 Press F4 Next F4...

Page 100: ...Meas F1 Press F4 OK to get the elevation of new station point 12 5 Back sight Check Operation procedure Operation Display Press 5 BS check from Set Stn menu 5 Press F4 Reset key to reset the horizont...

Page 101: ...tion Normal measurement mode MENU 6 Data Export refer to 13 5 Data Import refer to 13 6 Memory refer to 13 7 Format refer to 13 8 Job refer to13 1 Measurement Data refer to13 2 Coordinate Data refer t...

Page 102: ...1 1 Deleting a File Operation procedure Operation Display Press 1 Job from data menu 1 Press or key choose file which to be deleted or Press F1 Delete F1 Press F4 OK key to delete this file Press ESC...

Page 103: ...2 Create a New Job Operation procedure Operation Display Press 1 Job from data menu 1 Press F2 New F2 Input the Job Name keyboard PressF4 OK key to finish the new job F4 Press ESC key to return the da...

Page 104: ...1 3 Search for a File Operation procedure Operation Display Press 1 Job from data menu 1 Press F3 Search F3 Input File name keyboard Press F4 OK to find the file F4 Press Enter to back to data menu E...

Page 105: ...00 13 1 4 Edit Job Operation procedure Operation Display Press 1 File from data menu 1 Press F4 Edit F4 Input the New file name keyboard Press F4 OK to finish the Edit F4 Press ESC to back to data men...

Page 106: ...lay Press 2 Meas data from data menu 1 2 Press F4 OK or Enter key 2 F4 Press F4 View F4 Press F3 Edit to edit point name and code 3 F3 1 Press F2 New to create a new file press F3 Find to find the fil...

Page 107: ...Press 3 Coord data from the menu 1 3 Press F4 OK 1 2 F4 Press F1 View F1 Press F3 Edit to edit point name code and coordinate 3 F3 1 Press F2 New to create a new file press F3 Find to find the file 2...

Page 108: ...ew to create a new file press F3 Find to find the file 3 Press F3 Find to find data 4 Press F4 Edit to edit data Press the or to show the next or last point 13 5 Data Export Operation procedure Operat...

Page 109: ...ort from the menu 6 1 First input the SD card input export file name data type data type then press F4 OK to finish 2 Press F2 Call can directly call the file from SD card Operation procedure Operatio...

Page 110: ...105 13 8 Format Operation procedure Operation Display Press8 Format from the menu then press1 8 Press F4 OK to format memory Press2 to enter the clean code data 2 Press F4 OK to format memory...

Page 111: ...tion Normal measurement mode MENU 7 Date Time Setting refer to 14 5 Other Settings refer to 14 6 Measurement Parameter refer to 14 1 Unit Setting refer to 14 2 Serial Communication Setting refer to14...

Page 112: ...Operation Display Press1 Meas parameter from the menu 1 Press Ang setting to adjust vertical zero bit tilt on off Press F4 OK to confirm 1 F4 14 1 2 Distance Setting Operation procedure Operation Dis...

Page 113: ...setting 2 Press3 Meas mode setting refer to previous Measurement mode select 3 Press4 Target setting refer to previous Target mode select 14 1 3 Coordinate Settings Operation procedure Operation Displ...

Page 114: ...Operation procedure Operation Display Press 3 Serial Comm from the menu 3 Adjust each option then press F4 OK to finish F4 Operation procedure Operation Display Press 2 Unit setting from the menu 2 A...

Page 115: ...t Setting Operation procedure Operation Display Press 4 Back light from the menu 4 Press 1 and 2 to adjust each option press F4 OK to finish Press 3 to enter cross hair back light setting press F4 OK...

Page 116: ...ure Operation Display Press 5 Time date from the menu press F4 OK to finish 5 F4 14 6 Other Setting Operation procedure Operation Display Press 6 others from the menu 4 Press 1 and 2 key to adjust eac...

Page 117: ...ion Refer to Instrument Set Up and Leveling by using the plate vial Adjustment 1 If the bubble of the plate vial moves away from the center bring it half way back to the center by adjusting the leveli...

Page 118: ...ting screw on the offset side bringing the bubble to the center After the bubble stays in the center each of the three adjustment screws should be tightened in a uniform manner 15 3 Compensator After...

Page 119: ...djustment otherwise need adjustment as following 1 Enter Tilt adjustment page in Adjustment function 2 Collimate a target in the right position 3 Press OK collimate the same target in the reverse posi...

Page 120: ...point A 3 No adjustment is necessary if object A moves along the vertical line of the reticle and point A is still in the vertical line As illustrated A offsets from the center and the cross hair til...

Page 121: ...nd horizontal clamp screws and rotate the telescope Sight object A in right position and read the horizontal angle value horizontal angle 190 13 40 180 30 20 adjustment is necessary Adjustment 1 Use t...

Page 122: ...he telescope Sight object A in right position and read the Verticail angle value R 3 If the vertical angle is in zenith 360 If the vertical angle is in horizon 180 or 540 4 If 10 set the Vertical Angl...

Page 123: ...rned to factory for inspection and repair 15 7 Optical Plummet Inspection 1 Set the instrument on the tripod and place a piece of white paper with two perpendicular lines under the instrument 2 Adjust...

Page 124: ...lines that attach AC and BD and mark the intersection point of the two lines as O 4 Adjust the four adjusting screws of the optical plummet with an adjusting pin until the center mark coincides with...

Page 125: ...ntersection point is 0 4 Use Allen Key to adjust the four adjusting screws to make the center of the laser point coincide with point 0 5 Repeat the inspection and adjusting steps to be sure the adjust...

Page 126: ...B and center it accurately measure the Horizontal Distance of BC accurately 4 Then you can calculate the Instrument Constant K AC AB BC K should be very close to 0 If K 5 mm the instrument should be...

Page 127: ...limation and make the light route of EDM unblocked In the bight zone find the center of emiting photoelectric axis 4 Check whether the center of reticle coincides with the center of emiting photoelect...

Page 128: ...e cross Sight tine of Point C with the center of reticle and fix the Horizontal Clamp Screw Rotate the telescope upward to make D near the horizontal hair Flex the prism pole Leg e to make the D in th...

Page 129: ...cus 1 5m telescope length 152mm ANGLE MEASUREMENT measuring method absolute encoding diameter of disk 79mm minimum reading 1 detection method horizontal dual vertical dual unit 360 DEGREE 400 GON 6400...

Page 130: ...spheric correction auto correction atmospheric refraction earth curvation correction auto correction k 0 14 0 20 reflector constant correction Input parameter and auto correction VIAL circular vial 8...

Page 131: ...h numbers keyboard DATA TRANSFER RS232 yes USB interface yes Bluetooth yes SD CARD yes STORAGE SD card 8GB SD card as default BATTERY battery Li battery voltage 7 4V dc operating time up to 8 hours OP...

Page 132: ...aser Warning Total station with EDM of laser class 3A resp a identifiable by Warning decal is above the vertical braking screw in Face 1 Class III Laser Product The product is a class 3A laser product...

Page 133: ...n the laser is switched on in laser pointer or distance measurement mode Aiming at prisms is only permitted when looking through the telescope Warning The use of Laser Class 3A laser equipment can be...

Page 134: ...e that the laser beam is not unintentionally directed at mirror like mirrored surfaces e g mirrors metal surfaces windows and more importantly at flat or concave mirror like surfaces The hazard distan...

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Kolida CTS-632R10M, Manual

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