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SURVEYING INSTRUMENTS

CLASS 1 Laser Product

OPERATOR'S MANUAL

series

CX-101

CX-102/102L

CX-103

CX-105/105L

CX-106
CX-107

Compact X-ellence Station

CLASS 2 Laser Product

CLASS 3R Laser Product

21403 99160

Содержание CX Series

Страница 1: ...RVEYING INSTRUMENTS CLASS 1 Laser Product OPERATOR S MANUAL CX series CX 101 CX 102 102L CX 103 CX 105 105L CX 106 CX 107 Compact X ellence Station CLASS 2 Laser Product CLASS 3R Laser Product 21403 99160 ...

Страница 2: ... This is the mark of the Japan Surveying Instruments Manufacturers Association Li ion S Li ion ...

Страница 3: ...so be performed For details refer to Communication manual and ask your local dealer zThe specifications and general appearance of the instrument are subject to change without prior notice and without obligation by TOPCON CORPORATION and may differ from those appearing in this manual zThe content of this manual is subject to change without notice zSome of the diagrams shown in this manual may be si...

Страница 4: ... with a Low Temperature Model should read the additional precautions specific to use under low temperatures Low Temperature Model Low Temperature Models display the seal shown at right G Do not remove the Low Temperature Model seal from the instrument This seal is used for model recognition by our engineers during maintenance Screens and illustrations appearing in this manual are of CX 103 standar...

Страница 5: ...indicates functions options not available on all products Contact your local dealer for availability with your product KODAK is a registered trademark of Eastman Kodak Company Bluetooth is a registered trademark of Bluetooth SIG Inc All other company and product names featured in this manual are trademarks or registered trademarks of each respective organization ...

Страница 6: ...ed Bluetooth device 42 10 3 Measurement using Bluetooth communication 44 10 4 Registering Outputting data using Bluetooth communication 45 10 5 Connecting via Communication Cable 47 11 ANGLE MEASUREMENT 48 11 1 Measuring the Horizontal Angle between Two Points Horizontal Angle 0 48 11 2 Setting the Horizontal Angle to a Required Value Horizontal Angle Hold 49 11 3 Angle Measurement and Outputting ...

Страница 7: ...le distance Offset Measurement 124 20 2 Angle Offset Measurement 126 20 3 Two distance Offset Measurement 128 21 MISSING LINE MEASUREMENT 131 21 1 Measuring the Distance between 2 or more Points 131 21 2 Changing the Starting Point 136 22 SURFACE AREA CALCULATION 138 23 INTERSECTIONS 142 24 TRAVERSE ADJUSTMENT 146 25 ROUTE SURVEYING 155 25 1 Instrument Station Settings 155 25 2 Straight Line Calcu...

Страница 8: ... DEVICE 230 32 1 Inserting the USB Memory Device 231 32 2 Storing JOB Data to USB Memory device 232 32 3 Selecting T type S type 232 32 4 Loading Data in USB memory device to the CX 235 32 5 Displaying and Editing Files 237 32 6 Formatting the Selected External Memory Media 238 33 CHANGING THE SETTINGS 239 33 1 Configuration Config Mode 239 33 2 EDM Settings 246 33 3 Allocating Key Functions 249 3...

Страница 9: ...PECIFICATIONS 284 38 EXPLANATION 291 38 1 Manually Indexing the Vertical Circle by Face Left Face Right Measurement 291 38 2 Atmospheric Correction for High Precision Distance Measurement 292 38 3 Correction for refraction and earth curvature 295 39 REGULATIONS 296 ...

Страница 10: ...viii ...

Страница 11: ...n text Definition of Indication C WARNING Ignoring this indication and making an operation error could possibly result in death or serious injury to the operator C CAUTION Ignoring this indication and making an operation error could possibly result in minor injury or property damage J This symbol indicates items for which caution hazard warnings inclusive is urged Specific details are printed in o...

Страница 12: ...bservation C 36 2 Optional accessories E When securing the instrument in the carrying case make sure that all catches including the side catches are closed Failure to do so could result in the instrument falling out while being carried causing injury D Do not use the carrying case as a footstool The case is slippery and unstable so a person could slip and fall off it D Do not place the instrument ...

Страница 13: ...ied battery charger to recharge batteries Other chargers may be of different voltage rating or polarity causing sparking which could lead to fire or burns D Do not use the battery or charger for any other equipment or purpose Fire or burns caused by ignition could result H Do not heat or throw batteries into fire An explosion could occur resulting in injury E To prevent shorting of the battery in ...

Страница 14: ...could result E Tighten the leg fixing screws securely before carrying the tripod Failure to tighten the screws could lead to the tripod legs extending causing injury D Do not use within the vicinity of hospitals Malfunction of medical equipment could result E Use the instrument at a distance of at least 22 cm from anyone with a cardiac pacemaker Otherwise the pacemaker may be adversely affected by...

Страница 15: ...e in contact with the inside of the battery cover terminal or connectors Contact with these parts may cause damage to the instrument Make sure that the inside of the carrying case and the instrument are dry before closing the case If moisture is trapped inside the case it may cause the instrument to rust Do not press the speaker hole using something with a pointed tip Doing so will damage an inter...

Страница 16: ...ore using the instrument Not doing so may cause operation errors to occur The working duration of battery BDC70 will rapidly decline in cold temperatures When using the instrument in temperatures around 30 C we recommend that you use external battery BDC60 or BDC61 optional accessories and dedicated cables EDC119 However if you unavoidably must use battery BDC70 for measurements in temperatures ar...

Страница 17: ...the battery When placing the CX in its case first remove its battery and place it in the case in accordance with the layout plan Consult your local dealer before using the instrument under special conditions such as long periods of continuous use or high levels of humidity In general special conditions are treated as being outside the scope of the product warranty Maintenance Always clean the inst...

Страница 18: ...xceptions from responsibility The user of this product is expected to follow all operating instructions and make periodic checks hardware only of the product s performance The manufacturer or its representatives assumes no responsibility for results of faulty or intentional usage or misuse including any direct indirect consequential damage or loss of profits The manufacturer or its representatives...

Страница 19: ... equivalent to the safer class 1 CWarning Use of controls or adjustments or performance of procedures other than those specified herein may result in hazardous radiation exposure Follow the safety instructions on the labels attached to the instrument as well as in this manual to ensure safe use of this laser product only for instruments with laser plummet Never point the laser beam at another pers...

Страница 20: ... The reflected laser beam could cause serious injury When using the Laser pointer function be sure to turn OFF the output laser after distance measurement is completed Even if distance measurement is canceled the Laser pointer function is still operating and the laser beam continues to be emitted After turning ON the Laser pointer the laser beam is emitted for 5 minutes and then automatically swit...

Страница 21: ...ummet reticle cover 12 14 Not included on instruments with laser plummet 15 Display unit 16 Objective lens Includes Laser pointer function 17 Handle locking screw 18 Tubular compass slot 19 Vertical fine motion screw 20 Vertical clamp 21 Speaker 22 Trigger key 23 Horizontal clamp 24 Horizontal fine motion screw 25 Tribrach clamp 26 Telescope eyepiece screw 27 Telescope focussing ring 28 Sighting c...

Страница 22: ...y when the CX is in the OBS mode or when MEAS STOP is indicated on the display unit You can start stop measurement Laser pointer Function A target can be sighted with a red laser beam in dark locations without the use of the telescope Independent Angle Calibration System IACS technology CX 101 102 only This revolutionary technology provides an even higher level of stability and reliability for ang...

Страница 23: ...the Guide light The Guide light is composed of a light that is divided into a red and a green light A poleman can ascertain the present position by checking the Guide light color Softkey selection Display unit Star key Power key Illumination key Guide light green red When seen from the objective lens side while the instrument is in the Face 1 state ...

Страница 24: ...loosen the handle locking screw G To remove the handle hold both sides of the handle and lift it straight above If you hold the handle by one hand or incline it the terminal attached on the handle may be damaged Light status Meaning Red From position of poleman Move target left Green From position of poleman Move target right Red and Green Target is at correct horizontal position Handle Handle loc...

Страница 25: ... calc S O Line P Project Pt to line S O Arc Dist Coord Note View Deletion TILT H SET EDM MENU OBS PC 0 0 ppm SD ZA HA R 89 0 59 00 50 00 SHV MEAS 0SET COORD CX 103 S N 123456 Date 2012 01 01 Time 12 00 00 Job JOB1 rec 9999 CNFG OBS USB DATA CX 103 S N 123456 Ver XXX XX XX XXX XX XX Job JOB1 rec 9999 CNFG OBS USB DATA USB Save data Load known PT Save code Load code File status E n t r y m e n u Ti ...

Страница 26: ...pecified low power radio equipment license exempt IEEE802 11b IEEE802 11g standard wireless LAN devices The above devices use the same frequency band as Bluetooth communications As a result using the CX within proximity to the above devices may result in interference causing communication failure or reduction of transmission speed Although a radio station license is not required for this instrumen...

Страница 27: ...d radios Precautions regarding transmission I For best results The usable range becomes shorter when obstacles block the line of sight or devices such as PDAs or computers are used Wood glass and plastic will not impede communication but the usable range becomes shorter Moreover wood glass and plastic containing metal frames plates foil and other heat shielding elements as well as coatings contain...

Страница 28: ...33 2 EDM Settings zSwitching the Laser pointer Guide light ON OFF CSelecting laser pointer guide light 33 2 EDM Settings After turning ON the laser pointer guide light the laser beam is emitted for 5 minutes and then automatically switches OFF But in the Status screen and when target symbol ex is not displayed in the OBS mode the laser beam is not automatically turned off 5 1 Basic Key Operation O...

Страница 29: ...ct the function matching the softkeys FUNC Toggle between OBS mode screen pages when more than 4 softkeys are allocated SHIFT Switch between numeric and alphabetic characters 0 to 9 During numeric input input number of the key During alphabetic input input the characters displayed above the key in the order they are listed Input a decimal point plus or minus sign during numeric input During alphab...

Страница 30: ... is set and you can set the next item zSwitching modes C 4 2 Mode Diagram zOther operation O G Up and down cursor L K Right and left cursor Select other option ENT Accept the option From OBS mode Observation Mode to Star Key Mode CNFG From Status mode to Config Mode Configuration Mode OBS From Status mode to OBS mode Observation Mode USB From Status mode to USB Mode DATA From Status mode to Data M...

Страница 31: ... Ver XXX XX XX XXX XX XX Job JOB1 rec 9999 CNFG OBS USB DATA Application software version Instrument name JOB SHV MEAS 0SET COORD OBS SD ZA HA R Distance 1 Vertical angle 2 Horizontal angle 3 Bluetooth communication status 8 Laser pointer function Guide light ON 7 Prism constant value Atmospheric correction factor Remaining battery power 4 Tilt angle compensation 6 Page number Target 5 F i n e Las...

Страница 32: ...ns on which the target symbol is displayed prism reflective sheet reflectorless 6 Tilt angle compensation When this symbol is displayed the vertical and horizontal angles are automatically compensated for small tilt errors using 2 axis tilt sensor CTilt compensation setting 33 1 Configuration Config Mode 7 Laser pointer Guide light display C Selecting Laser pointer Guide light 33 2 EDM Settings Sw...

Страница 33: ...de is set to Slave flashing Connecting Mode is set to Master flashing Waiting flashing Disconnecting Mode is set to Slave flashing Disconnecting Mode is set to Master Bluetooth device is OFF Mode is set to Slave Bluetooth device is OFF Mode is set to Master 9 Appears when laser beam is emitted for distance measurement 10 Input mode Inputting capital letters and figures Inputting small letters and ...

Страница 34: ... 5 Turning ON OFF laser plummet for the instrument with the laser centering function 6 Adjusting reticle Illmination level Steps 0 5 7 Setting for press and hold the Illmination key 8 Turning ON OFF laser pointer The Star Key mode can be called only from the OBS mode 5 3 Star Key Mode Entry menu Tilt crn Yes H V Contrast 10 Reticle lev 3 Press Enter key L p o i n t e r Off Off On R e f l e c t o r...

Страница 35: ...attery just after charging is completed Battery performance may decline Do not use to charge batteries other than those specified If you allow the battery level to get too low the battery may not be rechargeable or operating time may decline Keep the battery always charged The charger will become rather hot during use This is normal PROCEDURE 1 Connect the power cable to the CDC68 charger and plug...

Страница 36: ...p 2 Charging lamp The charging lamp is off when the charger is outside the charging temperature range or when the battery is mounted incorrectly If the lamp is still off after the charger falls within its charging temperature range and the battery is mounted again contact your local dealer steps 2 and 3 Charging time Charging can take more than 5 5 hours when temperatures are either especially hig...

Страница 37: ...ace hatch are closed and the connector caps are correctly attached Do not use it with these open or loose under the condition where water or other liquid spills over the instrument PROCEDURE 1 Remove the cover while pressing the buttons on both sides of the battery cover 2 Insert the battery with the arrow shown on it downward while pressing toward the instrument G Inserting the battery aslant may...

Страница 38: ...plummet eyepiece 1 Make sure the legs are spaced at equal intervals and the head is approximately level Set the tripod so that the head is positioned over the survey point Make sure the tripod shoes are firmly fixed in the ground 2 Place the instrument on the tripod head Supporting it with one hand tighten the centering screw on the bottom of the unit to make sure it is secured to the tripod 7 1 C...

Страница 39: ...ripod head C PROCEDURE Centering with the optical plummet eyepiece steps 1 and 2 2 Press ON to power on C 9 POWER ON OFF The circular level is displayed on the screen 3 Press L ON The laser plummet beam will be emitted from the bottom of the instrument 4 Use L K to adjust the brightness of the laser 5 Adjust the position of the instrument on the tripod until the laser beam is aligned with the cent...

Страница 40: ...r plate level PROCEDURE Levelling using screen 1 Adjust the levelling foot screws to center the survey point in the optical plummet reticle 2 Center the bubble in the circular level by either shortening the tripod leg closest to the offcenter direction of the bubble or by lengthening the tripod leg farthest from the offcenter direction of the bubble Adjust one more tripod leg to center the bubble ...

Страница 41: ...instrument exceeds the detection range of the tilt sensor Level the instrument while checking the air bubbles in the circular level until z is displayed on the screen When executing the measurement program if measurement starts with the instrument tilted the circular level is displayed on the screen 4 Center z in the circular level C steps 1 to 2 If the bubble is centered move to step 9 5 Turn the...

Страница 42: ...ghten the centering screw securely When the instrument was centered using the laser plummet emit the plummet beam again to check position over the survey point CPROCEDURE Centering with the laser plummet 8 Confirm that the bubble is positioned at the center of the circular level on the screen If not repeat the procedure starting from step 6 9 When levelling is completed press OK changes to the OBS...

Страница 43: ... and B Center the air bubble using levelling foot screw C 4 Turn the upper part of the instrument a further 90 and check to see if the bubble is still in the center of the plate level If the bubble is off center perform the following a Turn levelling foot screws A and B equally in opposite directions to remove half of the bubble displacement b Turn the upper part a further 90 and use levelling foo...

Страница 44: ...vey point is exactly centered in the reticle Retighten the centering screw securely When the instrument was centered using the laser plummet emit the plummet beam again to check position over the survey point CPROCEDURE Centering with the laser plummet 7 Check again to make sure the bubble in the plate level is centered If not repeat the procedure starting from step 2 ...

Страница 45: ...he eyepiece screw clockwise then counterclockwise little by little until just before the reticle image becomes focussed Using these procedures frequent reticle refocussing is not necessary since your eye is focussed at infinity 2 Loosen the vertical and horizontal clamps then use the sighting collimator to bring the target into the field of view Tighten both clamps 3 Turn the telescope focussing r...

Страница 46: ...image and the reticle Eliminating parallax This is the relative displacement of the target image with respect to the reticle when the observer s head is moved slightly before the eyepiece Parallax will introduce reading errors and must be removed before observations are taken Parallax can be removed by refocussing the reticle ...

Страница 47: ...d press ENT When V manual is set to Yes the display appears as at right CManually indexing the vertical circle by face left face right measurements 38 EXPLANATION After that the tilt screen is displayed C 7 2 Levelling Press ESC to skip levelling Then the electric circular level is displayed in the screen After leveling the instrument press OK to enter into the OBS mode If Out of range or the Tilt...

Страница 48: ...strong wind C 33 1 Configuration Config Mode PROCEDURE Power OFF 1 Long push ON button G When there is almost no battery power remaining the symbol will be displayed every 3 seconds In this event stop measurement switch off the power and charge the battery or replace with a fully charged battery To save power power to the CX is automatically cut off if it is not operated for a fixed period of time...

Страница 49: ...uetooth connections 5 Set Link Select a companion device from among the Bluetooth devices registered in the CX using K L CRegistering devices PROCEDURE Registering Bluetooth companion devices Link setting is not necessary when Mode is set to Slave 10 1 Necessary settings for Bluetooth communication Wireless Yes Bluetooth setup Link device list My device info Wireless Yes Bluetooth setup Link devic...

Страница 50: ...mmunication settings for the device you are using COutput format and command operations Communication manual Bluetooth connections Communication between a pair of Bluetooth devices requires one device to be set as the Master and the other as the Slave To initiate connections from the CX side set the CX as the Master device To initiate connections from the paired device side set the CX as the Slave...

Страница 51: ...ing SEARCH it is also possible to inquire about devices in the immediate vicinity and register their address Select an address from the list of devices discovered and press OK The address is displayed BD ADDR If CX cannot find any devices within 30 sec the inquiry will be canceled Wireless Yes Bluetooth setup My device info Link device list DEVICE1 Link device list DEVICE2 DEVICE3 DEVICE4 DEL EDIT...

Страница 52: ...ntify devices during communication This number consists of 12 characters numbers 0 to 9 and letters from A to F Some devices may be referred to by their Bluetooth device address When Wireless is set to Yes in Comms setup in Config mode is displayed in OBS mode PROCEDURE 1 Complete the necessary settings for Bluetooth communication C 10 1 Necessary settings for Bluetooth communication 10 2 Establis...

Страница 53: ...de Press to enter waiting status Mode is set to Slave establish a connection Mode is set to Master Press to cancel the connection exit waiting status Mode is set to Slave stop establishing or cancel a connection Mode is set to Master Audio tones While connecting disconnecting Start paging waiting short beep Connection successfully established long beep Connection canceled being canceled two short ...

Страница 54: ...th communication C 10 1 Necessary settings for Bluetooth communication 2 Verify the current connection status by checking the Bluetooth icon in the OBS mode screen C 10 2 Establishing a connection between the CX and paired Bluetooth device 3 Initiate measurement using your Bluetooth device e g a data collector CX will respond and measurement will start Measured values are then displayed in the OBS...

Страница 55: ...e screen C 10 2 Establishing a connection between the CX and paired Bluetooth device 3 Register known point data in Data mode C 30 1 Registering Deleting Known Point Data PROCEDURE Entering known point coordinate data from an external instrument Coordinate data starts being entered from the external instrument If a connection has not yet been established the screen at right is displayed Screens di...

Страница 56: ...reen C 10 2 Establishing a connection between the CX and paired Bluetooth device 3 Output JOB data in Data mode C 31 1 Outputting JOB Data to Host Computer CX starts outputting data If a connection has not yet been established the screen at right is displayed Screens differ depending on the Mode setting The displayed screen appears when Mode is set to Slave After a connection has been established ...

Страница 57: ...Basic cable settings 1 Connect the CX to the external device using the cable CCables 36 2 Optional accessories 2 Select Comms setup in Config mode Set communication conditions C 33 1 Configuration Config Mode 10 5 Connecting via Communication Cable ...

Страница 58: ...at right 2 In the first page of the OBS mode screen press 0SET 0SET will flash so press 0SET again The horizontal angle at the first target becomes 0 3 Sight the second target The displayed horizontal angle HA R is the included angle between two points 11 1 Measuring the Horizontal Angle between Two Points Horizontal Angle 0 OBS PC 0 0 ppm SD ZA HA R 89 0 59 00 50 00 MEAS SHV 0SET COORD OBS PC 0 0...

Страница 59: ...izontal angle C 28 2 Recording Backsight Point 4 Sight the second target The horizontal angle from the second target to the value set as the horizontal angle is displayed Pressing HOLD performs the same function as above Press HOLD to set the displayed horizontal angle Then set the angle that is in hold status to the direction you require CAllocating HOLD 33 3 Allocating Key Functions 11 2 Setting...

Страница 60: ...point and press OK Press YES to set the horizontal angle Press REC to set and record the horizontal angle C 28 2 Recording Backsight Point 3 Sight the second target The horizontal angle from the set coordinate is displayed Set H angle Angle Coord S E T H a n g l e B S N B S 1 0 0 0 0 0 E B S 1 0 0 0 0 0 ZBS Null OK LOAD Set H angle Take BS ZA HA R Azmth 89 125 59 32 50 20 YES NO REC 45 00 00 ...

Страница 61: ...ccessories Output format and command operations Communication manual PROCEDURE 1 Connect CX and host computer 2 Allocate the HVOUT T or HVOUT S softkey to the OBS mode screen C 33 3 Allocating Key Functions Pressing the softkey outputs data in the following format HVOUT T GTS format HVOUT S SET format 3 Sight the target point 4 Press HVOUT T or HVOUT S Output measurement data to peripheral equipme...

Страница 62: ...ed off G Make sure that the target setting on the instrument matches the type of target used CX automatically adjusts the intensity of the laser beam and switches the distance measurement display range to match the type of target used If the target does not correspond to the target settings accurate measurement results cannot be obtained Accurate measurement results cannot be obtained if the objec...

Страница 63: ...sible Therefore make sure that the target center is sighted correctly PROCEDURE 1 Allocate the S LEV softkey to the OBS mode screen C 33 3 Allocating Key Functions 2 Accurately sight the target 3 Press S LEV Aiming is displayed The intensity of the light of the returned signal is displayed by a gauge The more displayed the greater the quantity of reflected light If is displayed only enough light f...

Страница 64: ...ame time as the distance PROCEDURE 1 Sight the target 2 In the first page of Obs Mode press MEAS to start distance measurement When measurement starts EDM information distance mode prism constant correction value atmospheric correction factor is represented by a flashing light A short beep sounds and the measured distance data SD vertical angle ZA and horizontal angle HA R are displayed 12 2 Dista...

Страница 65: ... memory until the power is off and can be displayed at any time C 12 3 Recalling the Measured Data If the tracking measurement is conducted with the target type reflectorless the measured data for a distance exceeding 250m is not displayed The distance and angle that are most recently measured remain stored in the memory until the power is off and can be displayed at any time The distance measurem...

Страница 66: ...asurement and the features used to output measurement data to a computer or peripheral equipment CCommunication cables 36 2 Optional accessories Output format and command operations Communication manual PROCEDURE 1 Connect CX and host computer 2 Allocate the HVDOUT T or HVDOUT S softkey to the OBS mode screen C 33 3 Allocating Key Functions Pressing the softkey outputs data in the following format...

Страница 67: ...ement data to a computer or peripheral equipment CCommunication cables 36 2 Optional accessories Output format and command operations Communication manual PROCEDURE 1 Connect CX and host computer 2 Allocate the NEZOUT T or NEZOUT S softkey to the OBS mode screen C 33 3 Allocating Key Functions Pressing the softkey outputs data in the following format NEZOUT T GTS format NEZOUT S SET format 3 Sight...

Страница 68: ...o measure the distance and output the data to peripheral equipment G When the Distance Measurement mode is set to Tracking in the EDM Settings the measured data cannot be output by pressing NEZOUT T 5 Press STOP to stop outputting data and return to Obs Mode ...

Страница 69: ...ing formula Ht h1 h2 h2 S sin θ z1 x cot θ z2 S cos θ z1 G The items displayed as Null in the coordinate data are excluded from the calculation Null is different from 0 PROCEDURE 1 Set the target directly under or directly over the object and measure the target height with a tape measure etc 2 After inputting the target height accurately sight the target C Press MEAS in page 1 of Obs Mode to carry...

Страница 70: ... then select REM 4 Enter into the REM menu Select REM 5 Sight the target Pressing REM starts REM measurement The height from the ground to the object is displayed in Ht 6 Press STOP to terminate the measurement operation To re observe the target sight the target then press MEAS REM Area calc S O Line S O Arc PT to line P Project REM Occ Orien REM C REM Ht SD ZA HA R REC C REM Ht SD ZA HA R H T MEA...

Страница 71: ... Pressing HT Z again returns to the height display 7 Press ESC to finish measurement and return to the OBS mode screen It is also possible to perform REM measurement by pressing REM when allocated to the OBS mode screen C 33 3 Allocating Key Functions Inputting instrument and target height Press HT to set instrument and target height It can be set also in Occ Orientation of coordinate measurement ...

Страница 72: ...ing the registered coordinate C 13 1 Entering Instrument Station Data and Azimuth Angle PROCEDURE Reading in Registered Coordinate Data Calculating data by resection measurement C 13 2 Setting Instrument Station Coordinate with resection measurement Inputting the backsight angle C 13 1 Entering Instrument Station Data and Azimuth Angle Step 3 Calculating from the backsight coordinate C 13 1 Enteri...

Страница 73: ...urement is selected 3 Select Occ orien Input the following data items 1 Instrument station coordinates Occupied point coordinates 2 Point name PT 3 Instrument height HI 4 Code CD 5 Operator 6 Date 7 Time 8 Weather 9 Wind 10 Temperature 11 Air pressure 12 Atmospheric correction factor When you wish to read in the registered coordinate data press LOAD C PROCEDURE Reading in Registered Coordinate Dat...

Страница 74: ...ollowing data Instrument station data RED Reduced data backsight station data and angle measurement data Press OK to set the input values and return to Coord Maximum point name size 14 alphanumeric Input range of instrument height 9999 999 to 9999 999 m Maximum code operator size 16 alphanumeric Weather selection Fine Cloudy Light rain Rain Snow Wind selection Calm Gentle Light Strong Very strong ...

Страница 75: ...n point data saved in the current JOB or in the Coordinate Search JOB Crd Occ Coordinate data saved in the current JOB or in the Coordinate Search JOB 2 Align the cursor with the required point name and press ENT The point name that was read and its coordinates are displayed Use O G to move from page to page KL P Use O G to select individual point Press FIRST to move to the first point name on the...

Страница 76: ...the registered coordinate data list screen 2 Enter search criteria Enter following items 1 Coordinate point name 2 Search condition complete match 3 Search direction 3 Press OK to display the details of searched data Searching the coordinate point name Data is saved according to the time it was recorded When there is more than one coordinate point name matching the search the point nearest to the ...

Страница 77: ...g items 1 Partial coordinate point name 2 Search condition partial match 3 Press OK to display data that matches the search information 4 Select the data and press ENT to display the details 13 1 1 Setting Azimuth Angle from Backsight Coordinates Set the azimuth angle of the backsight station by calculating by the coordinates PROCEDURE 1 Enter the instrument station data C 13 1 Entering Instrument...

Страница 78: ...angle and return to Coord Pressing NO returns to the step 2 screen Pressing MEAS after collimating the backsight point initiates measurement When measuring is completed the backsight distance check screen is displayed The difference between the calculated value and the measured height distance value is displayed After confirming press OK Press HT to set instrument and target height Press REC to st...

Страница 79: ...rd the following data Instrument station data backsight station data known point data and angle measurement data distance measurement data when MEAS is pressed When storing the azimuth angle in the current JOB press REC C 28 2 Recording Backsight Point ...

Страница 80: ...n measurement overwrites the N E and Z data of the instrument station but height resection does not overwrite N and E Always perform resection measurement in the sequence described in 13 2 1 Coordinate Resection Measurement and 13 2 2 Height Resection Measurement Input known coordinate data and calculated instrument station data can be recorded in the current JOB C 29 SELECTING DELETING A JOB 13 2...

Страница 81: ...enu 2 Press RESEC 3 Select NEZ 4 Sight the first known point and press MEAS to begin measurement The measurement results are displayed on the screen When BS AZ has been selected the distance cannot be displayed 5 Press YES to use the measurement results of the first known point You can also input target height here Coord Occ Orien Observation EDM N0 E0 Z0 PT HI 1 200m PNT 001 0 000 0 000 Null BS A...

Страница 82: ... calculation is present CALC is displayed 8 Press CALC to automatically start calculations after observations of all known points are completed Instrument station coordinate and standard deviation which describes the measurement accuracy are displayed 9 Press RESULT to check the result Pressing ESC returns to the previous screen Press ADD when there is a known point that has not been measured or w...

Страница 83: ...tep 10 If no points are designated in step 10 all the points or only the final point can be observed again 12 Press OK in the screen of step 9 to finish resection measurement The instrument station coordinate is set Press YES when you want to set the azimuth angle of the first known point as the backsight point except for omitted points It returns to the instrument station setting screen Pressing ...

Страница 84: ...backsight point again Even if inch is selected in Config mode standard deviation is displayed in feet or US feet depending on the feet unit selected 13 2 2 Height Resection Measurement Only Z height of an instrument station is determined by the measurement Known points must be measured by distance measurement only Between 1 and 10 known points can be measured PROCEDURE 1 Select Occ orien from the ...

Страница 85: ... setting the elevation for the first known point press NEXT to move to the second point 7 If measuring two or more known points repeat procedures 4 to 6 in the same way from the second point Press ESC to return to the previous known point 8 Press CALC to automatically start calculations after observations of all known points are completed Instrument station elevation and standard deviation which d...

Страница 86: ...to perform calculation again without the point designated in step 10 The result is displayed If there are no problems with the result go to step 12 If problems with the result occur again perform the resection measurement from step 4 12 Press OK to finish resection measurement Only Z elevation of the instrument station coordinate is set N and E values are not overwritten Z Z 1 0 0 0 0 0 0 0 2 2 m ...

Страница 87: ...ing angle and distance observation equations and the instrument station coordinates are found using the method of least squares The Z coordinate is found by treating the average value as the instrument station coordinates Calculated instrument station coordinates set as hypothetical coordinates ...

Страница 88: ... one of the following measures 1 Move the instrument station as close as possible to the center of the triangle 2 Observe one more known point which is not on the circle 3 Perform a distance measurement on at least one of the three points G In some cases it is impossible to calculate the coordinates of the instrument station if the included angle between the known points is too small It is difficu...

Страница 89: ...ement The coordinate values of the target can be found by measuring the target based on the settings of the instrument station and backsight station The coordinate values of the target are calculated using the following formulae N1 Coordinate N0 S x sinZ x cosAz E1 Coordinate E0 S x sinZ x sinAz Z1 Coordinate Z0 S x cosZ ih th N0 Station point N coordinate S Slope distance ih Instrument height E0 ...

Страница 90: ...1 Sight the target at the target point 2 In the third page of OBS mode screen press MENU then select Coordinate 3 Select Occ orien to set the instrument station data and azimuth angle of the backsight point 4 In Coord select Observation Pressing MEAS will start measurement and the coordinate value of the target will be displayed Press STOP to quit measurement Coord Occ Orien Observation EDM Coord ...

Страница 91: ...EC records measurement results AUTO starts measurement and automatically records results after STOP has been pressed CRecording method 28 RECORDING DATA TOPO MENU 5 Sight the next target and press MEAS or AUTO to begin measurement Continue until all targets have been measured When coordinate measurement is completed press ESC to return to Coord C REC OFFSET AUTO MEAS HR m CD 0 000 ...

Страница 92: ...d from the read in setting out coordinate instrument station data instrument height and target height Setting out measurement can be carried out effectively using the Guide light C 4 1 Parts of the Instrument and 5 1 Basic Key Operation EDM settings can be set in the Setting out measurement menu If not measured or the space is left blank Null will be displayed If distance or angle of setting out d...

Страница 93: ... set out To find the Z coordinate attach the target to a pole etc with the same target height PROCEDURE 1 Press S O on the third page of the OBS mode screen to display S O 2 Select Occ orien to set the instrument station data and azimuth angle of the backsight point C 13 1 Entering Instrument Station Data and Azimuth Angle PROCEDURE Reading in Registered Coordinate Data 3 Select S O data S O Coord...

Страница 94: ...tting out data The tilt screen is displayed if the instrument is out of level Level the instrument C 7 2 Levelling 6 The difference in the distance and angle calculated with the set instrument station and the target point is displayed Rotate the top of the instrument until dHA is 0 and place the target on the sight line 7 Press MEAS to begin setting out measurement The target and the distance of t...

Страница 95: ...e the prism to left Move the prism to right Move the prism forward Move the prism away Q Move the prism upward H Move the prism downward When the target is within measurement range all four arrows are displayed 9 Press ESC to return to step 4 When LOAD was used in step 4 the list of registered coordinates is restored Continue setting out measurement REC records measurement results CRecording metho...

Страница 96: ...of the backsight point C 13 1 Entering Instrument Station Data and Azimuth Angle PROCEDURE Reading in Registered Coordinate Data 3 Select S O data 4 Press DISP to change the distance input mode to S O H Each time DISP is pressed S O Coord coordinates S O HD horizontal distance S O SD slope distance S O VD height difference S O Ht REM measurement C15 1 Coordinates Setting out Measurement 15 3 REM S...

Страница 97: ...m the instrument station to the position to be set out 2 H ang included angle between the direction of the reference and the point to be set out Pressing COORD in the second page allows you to enter the coordinates of the point to be set out 6 Press OK to set the input values The tilt screen is displayed if the instrument is out of level Level the instrument C 7 2 Levelling 7 Rotate the top of the...

Страница 98: ...out is displayed S OΔHD 9 Move the prism to find the point to be set out 10 Press ESC to return to S O When LOAD was used in step 4 the list of registered coordinates is restored Continue setting out measurement REC records measurement results CRecording method 28 RECORDING DATA TOPO MENU C S O HD dHA HD ZA HA R MEAS DIS REC ...

Страница 99: ...point to the target 2 Press S O in the OBS mode screen to display S O 3 Enter the instrument station data C 13 1 Entering Instrument Station Data and Azimuth Angle 4 Select S O data and press DISP until S O Ht is displayed 5 Input height from the survey point to the position to be set out in SO dist 6 After inputting the data press OK The tilt screen is displayed if the instrument is out of level ...

Страница 100: ... telescope to find the point to be set out C 15 2 Distance Setting out Measurement steps 9 to 10 Q Move the telescope near the zenith H Move the telescope near the nadir 8 When measurement is complete press STOP Pressing ESC returns to the screen in step 5 C SD ZA HA R MEAS DISP REM Cutl ...

Страница 101: ... the input coordinates and the observed coordinates When not observing first or second points scale factor is set to 1 Defined baseline can be used in both setting out line measurement and point projection PROCEDURE Defining by inputting coordinates 1 In the second page of OBS mode screen press MENU then select S O line 16 1 Defining Baseline Scale X Y Hdist horizontal distance calculated from the...

Страница 102: ...ding in Registered Coordinate Data 5 Enter the second point data 6 Press FUNC OBS is displayed When not observing the first point and the second point go to step 11 7 Press OBS on the screen of step 6 to move to observation of the first point Occ Orien Define baseline Set out line Set out line D e f i n e 1 s t P T N p E p Z p 1 2 1 2 2 11 3 4 6 4 9 1 0 8 8 C REC LOAD MEAS OK D e f i n e 2 n d P T...

Страница 103: ...ress NO to observe the first point again 10 Sight the second point and press MEAS 11 Press YES to use the measurement results of the second point The distance between the two measured points the distance calculated from inputting the coordinates of two points and the scale factors are displayed M e a s u r e 1 s t P T 1 2 1 2 2 11 3 4 6 4 9 1 0 8 8 C N p E p Z p MEAS Measure 1st PT NO YES HR 1 400...

Страница 104: ...ed to the OBS mode screen C Allocating S O LINE 33 3 Allocating Key Functions PROCEDURE Defining by observation 1 In the second page of OBS mode screen press MENU then select S O line 2 Enter the instrument station data C 13 1 Entering Instrument Station Data and Azimuth Angle 3 Select Define baseline in Set out line 4 Sight the first point and press MEAS Press STOP to stop the measurement The til...

Страница 105: ... on the third screen of step 7 to define the baseline Set out line is displayed Move to setting line measurement C 16 2 Setting out Line Point 16 3 Setting out Line Line Press Sy 1 to set scale factor y to 1 HT 1 2 1 2 2 11 3 4 6 4 9 1 0 8 8 C N p E p Z p REC Z A HA R 90 120 00 10 00 00 REC HT MEAS OK D e f i n e 2 n d P T N p E p Z p REC 0 0 0 0 0 0 0 0 0 0 0 0 REC LOAD MEAS OK 1 3 2 1 2 11 3 4 6...

Страница 106: ...oint coordinate by inputting the length and offset based on the baseline Before performing setting out line point the baseline must be defined PROCEDURE 1 Select Point in Set out line 2 Set the following items 1 Incr Increment by which line length and offset can be increased decreased using the arrow softkeys 16 2 Setting out Line Point Baseline 1st Pt Length X direction Y direction Offset Require...

Страница 107: ...ne at right angles Y direction R S Press to decrease increase the value by the amount set in Incr 3 Press OK on the screen of step 2 The coordinate value of the required point is calculated and displayed REC records the coordinate value as a known point data CRecording method 30 1 Registering Deleting Known Point Data Press S O to move to setting out measurement of the required point C 15 SETTING ...

Страница 108: ...he arrow softkeys 2 Length Lengthwise offset 3 Lateral Lateral offset 4 Height Elevation offset 5 Rt ang Rotation angle offset R S Press to increase decrease the value by the amount set in Incr N E N E N E N E N E 30 N E Lengthwise offset Lateral offset Rotation angle offset Height offset S e t o u t l i n e P o i n t L i n e S e t o u t l i n e L i n e O f f s e t 0 0 0 0 m OK I n c r 1 0 0 0 m 0...

Страница 109: ...tells how far horizontally the measured point is from the baseline and how far vertically the measured point is from the connected line The baseline can be offset in a horizontal direction if necessary Before performing setting out line line the baseline must be defined PROCEDURE 1 Select Line in Set out line 16 3 Setting out Line Line S e t o u t l i n e 9 662 102 482 N E Z 185 675 REC S O Baseli...

Страница 110: ...t is out of level Level the instrument C 7 2 Levelling 4 Press YES to use the measurement results Displays the difference between the measured point and the baseline Offline A positive value indicates the point is on the right of the baseline and a negative value indicates it is on the left Cut indicates that the point is below the baseline Fill indicates that the point is above the baseline Lengt...

Страница 111: ...E 5 Sight the next target and press MEAS to continue the measurement Press REC records measurement results CRecording method 28 RECORDING DATA TOPO MENU S e t o u t l i n e 0 006m 0 004m Offline Cut 12 917m Length C MEAS REC ...

Страница 112: ...ter point To point etc An arc can also be defined by observation of the From point Center point To point etc PROCEDURE Defining by inputting coordinates 1 In the second page of the OBS mode screen press MENU then select S O arc 2 Enter the instrument station data C 13 1 Entering Instrument Station Data and Azimuth Angle 17 1 Defining an Arc To Pt Offset Tangent length From Pt Radius Intersection P...

Страница 113: ...r arc To point To Center Enter arc To point and Center point To Intersect Enter arc To point and Intersect point intersection of the tangents Center Enter arc Center point Intersect Enter arc Intersect point Center Intersect Enter arc Center point and Intersect point intersection of the tangents 6 Enter the coordinates specified in step 5 7 Press OK to proceed to arc parameter input F r o m P t C ...

Страница 114: ...ed may be restricted depending on the coordinates specified in step 5 C Specifying coordinates and curve parameters 9 Enter curve parameters then press ENT Other parameters will be calculated TO Calculated coordinates for To point can be recorded CENTER Calculated coordinates for Center point can be recorded INTSCT Calculated coordinates for Intersect point can be recorded D i r e c t i o n L e f ...

Страница 115: ...llocating S O ARC 33 3 Allocating Key Functions PROCEDURE Defining by observation 1 In the second page of OBS mode screen press MENU then select Set out arc 2 Enter the instrument station data C 13 1 Entering Instrument Station Data and Azimuth Angle 3 Select Define arc in Set out arc 4 Sight the From point and press MEAS Press STOP to stop the measurement The tilt screen is displayed if the instr...

Страница 116: ...use the measurement results of the To Center Intersect point Press MEAS to observe the second point again Press HT to input instrument and target height When entering multiple points NEXT is displayed instead of OK Press NEXT to observe the next point HT 1 2 1 2 2 11 3 4 6 4 9 1 0 8 8 C N p E p Z p REC Z A HA R 90 120 00 10 00 00 REC HT MEAS OK S e l e c t P t OK T o To P t C REC LOAD MEAS OK HT 1...

Страница 117: ...on data for To point can be recorded CENTER Observation data for Center point can be recorded INTSCT Observation data for Intersect point can be recorded 11 Press OK on the screen of step 10 to define the arc Set out arc is displayed Move to setting out arc measurement C 17 2 Setting out Arc step 2 It is also possible to perform setting out arc measurement by pressing S O ARC when allocated to the...

Страница 118: ... with a cross Precaution when performing setting out arc In the following cases parameters cannot be calculated when Radius When Arc Chord When Tan In 2 Chord When the included angle between the back tangent and the azimuth angle between the From Pt and To Pt is 0 or exceeds 180 Parameters Set coord Radius Angle Arc Chord Tan In Bk tan Directi on To pt Center pt To pt Intersect pt Center pt Inters...

Страница 119: ...Set out arc 2 Set the following items 1 Incr Increment by which values can be increased decreased using the arrow softkeys 2 Arc Distance along the defined arc from the From point to the required point 2 Chord Distance along the chord of the defined arc from the From point to the required point 17 2 Setting out Arc Chord Arc Offset S e t o u t a r c S e t o u t a r c S t n O r i e n D e f i n e a ...

Страница 120: ...Incr 3 Press OK on the screen of step 2 The coordinate value of the required point is calculated and displayed REC records the coordinate value as a known point data C Recording method 30 1 Registering Deleting Known Point Data Press S O to move to setting out measurement of the required point C 15 SETTING OUT MEASUREMENT 4 Press ESC Continue the measurement repeat steps from 2 S e t o u t a r c C...

Страница 121: ...can be increased decreased using the arrow softkeys 2 Length Lengthwise offset 3 Lateral Lateral offset 4 Height Elevation offset 5 Rt ang Rotation angle offset R S Press to decrease increase the value by the amount set in Incr N E N E N E N E N E N E 30 N E N E Lengthwise offset Lateral offset Rotation angle offset Height offset 1 0 0 0 m S e t o u t a r c A r c O f f s e t 5 0 0 0 m I n c r P2 O...

Страница 122: ... moves the baseline coordinates by the amount set in Arcline offset 5 Press OK on the screen of step 2 The coordinate value of the required point is calculated taking into account the movement of the arcline and displayed S e t o u t a r c E N Z 11 8 8 7 4 1 0 6 8 9 4 1 2 5 4 6 REC S O ...

Страница 123: ...t and point projection PROCEDURE 1 In the second page of OBS mode screen press MENU then select P Project 2 Enter the instrument station data then define the baseline C 16 1 Defining Baseline step 2 to 12 3 Press OK to define the baseline Point projection is displayed Move to point projection measurement C 18 2 Point Projection 18 1 Defining Baseline Y direction X direction 1st Pt Length Offset Po...

Страница 124: ...g Baseline 2 Select Point Projection in Point Projection 3 Enter the point coordinate Press MEAS to observe the point to project The tilt screen is displayed if the instrument is out of level Level the instrument C 7 2 Levelling Press REC to record the data as a known point CRecording method 30 1 Registering Deleting Known Point Data 18 2 Point Projection Stn Orien Define baseline Point projection...

Страница 125: ... Elevation between the baseline and the projected point Press XYZ to switch the screen display to coordinate values Press OFFSET to switch the screen display to distance values Press REC records the coordinate value as a known point data CRecording method 30 1 Registering Deleting Known Point Data Press S O to move to setting out measurement of the projected point C 15 SETTING OUT MEASUREMENT 5 Pr...

Страница 126: ...hy RL observation which observes the target point once from each of the Right and the Left of the scope Topography observation Order of observation 1 R1 2 R2 3 BR3 Topography RL observation Order of observation 1 R1 2 L1 3 R2 4 L2 5 R3 6 L3 Target point T1 backsight direction Target point T1 backsight direction Instrument station S Instrument station S T2 T3 1 R1 2 R2 3 R3 1 R1 2 L1 3 L2 4 R2 5 R3...

Страница 127: ...E 1 Enter the topography observation menu screen On the second page of the OBS mode press Menu then select Topography Observation setting Sets a measurement pattern and Yes or No for topography RL observation and collimation point registration Instrument station setting Backsight point setting Sets a backsight point coordinate when setting Yes for Backsight distance check in the observation settin...

Страница 128: ...ered patterns Position the cursor and press REC to register the currently set pattern 3 Press OK to confirm the setting 4 Enter the instrument station data Press OK to confirm the entered data C 28 1 Recording Instrument Station Data Press RESEC allows you to set only the instrument station by resection measurement C 13 2 Setting Instrument Station Coordinate with resection measurement PTTRN HOU2 ...

Страница 129: ... C 19 2 Observation If No is set for 4 Pre entered point registration PreenterPt in the observation setting this screen is not displayed Pressing DEL deletes the selected point Pressing EDIT enables to change the name of the selected point Pressing TOPO II in the OBS mode also enables the same procedure C TOPO II allocation 33 3 Allocating Key Functions Number of characters range and choices of th...

Страница 130: ...y when Yes is set for BS Obs Dist Begin topography observation according to the setting specified in 19 1 Observation Setting PROCEDURE Topography Observation 1 Perform observation setting following steps 1 to 6 in the 19 1 Observation Setting 2 Measure the first direction Collimate the first target Press ANGLE or MEAS to start measuring In D the setting value for the Number of distance readings N...

Страница 131: ...the data The screen for step 2 is displayed to measure the next point During the measurement for the second point and thereafter if 1 Number of distance sets No of SETs is set to 1 2 Number of distance readings No of Obs is set to 1 and 3 RL observation F1 F2 Obs is set to No OFFSET is displayed Pressing OFFSET enables offset measurement of the target point C 20 OFFSET MEASUREMENT Topography BS HD...

Страница 132: ...ting 2 Measure the target point in the R direction R appears next to the Topography observation Topography C PROCEDURE Topography Observation step 2 3 Record the measured data C PROCEDURE Topography Observation step 3 4 Measure the target point in the L direction L appears next to the Topography observation Topography Record the measured data after the observation is completed CSteps 2 to 3 5 End ...

Страница 133: ...r as pressing MEAS When No is set for Pre entered point registration PreenterPt the point name must be entered in the screen recording measured data In the screen recording measured data items displayed vary according to the observation setting Pressing the trigger key during successive measurement stops the measurement ...

Страница 134: ...an be found in the three ways explained below Finding it by entering the horizontal distance from the target point to the offset point When the offset point is positioned to the left or right of the target point make sure the angle formed by lines connecting the offset point to the target point and to the instrument station is almost 90 When the offset point is positioned in front of or behind the...

Страница 135: ...press MEAS in the first page of the OBS mode screen to begin measurement The measurement results are displayed Press STOP to stop the measurement 6 Input the following items 1 Horizontal distance from the target point to the offset point 2 Direction of the offset point Direction of offset point Press MEAS to re observe the offset point On the left of the target point On the right of the target poi...

Страница 136: ...tall offset points for the target point on the right and left sides of and as close as possible to the target point and measure the distance to the offset points and the horizontal angle of the target point During collimation of the measured point A0 the vertical angle can be fixed at the prism position or set to be moved according to the upward downward movement of the telescope If the vertical a...

Страница 137: ...trument Station Data and Azimuth Angle When directly calculating A1 the ground level coordinate of the measured position A0 Set the instrument and collimation heights When calculating the coordinate of the measured position A0 Set the instrument height only Leave the collimation height at 0 3 Press OFFSET in page three of OBS mode to display Offset 4 Select OffsetAng in Offset The tilt screen is d...

Страница 138: ...y measuring the distances between the target point and the two offset points Install two offset points 1st target and 2nd target on a straight line from the target point observe the 1st target and 2nd target then enter the distance between the 2nd target and the target point to find the target point It is possible to make this measurement easily using the optional equipment the 2 point target 2RT5...

Страница 139: ...use the offset points as the target 2 Press OFFSET in page three of OBS mode to display Offset 3 Enter the instrument station data C 13 1 Entering Instrument Station Data and Azimuth Angle 4 Select Offset 2D in Offset The tilt screen is displayed if the instrument is out of level Level the instrument C 7 2 Levelling 5 Sight the 1st target and press MEAS Observation begins and the measurement resul...

Страница 140: ...re displayed Press YES 7 Enter the distance from the 2nd target to the target point and press ENT The coordinates of the target point are displayed 8 Press YES Offset is restored When HVD is pressed display mode is switched from coordinates to SD ZA HA R Confirm NO YES 0 0 0 NO YES REC HVD ...

Страница 141: ...ition Measurement result can be displayed as the gradient between two points The distance between two or more points can either be measured by observing the targets in question or calculating from input coordinates A combination of these two methods e g observing the 1st target and inputting 2nd target coordinates is also possible PROCEDURE Measuring using observation 1 In the third page of OBS mo...

Страница 142: ...stance of the starting position and 2nd target HD Horizontal distance of the starting position and 2nd position VD Height difference of the starting position and 2nd target Target height of the starting position and 2nd target can be input Press Tgt h on the second page Input the target heights and press OK Press COORD to input coordinates C PROCEDURE Calculating from input coordinates MLM Set PT1...

Страница 143: ... 2nd target are null Always input point names for both targets 4 Sight the next target and press MLM to begin observation Slope distance horizontal distance and height difference between multiple points and the starting position can be measured this way When S is pressed the distance between two points S is displayed as the gradient between two points Press MEAS to re observe the starting position...

Страница 144: ...age of OBS mode screen press MLM then select MLM 2 Press COORD on the second page 3 Input coordinates for the 1st target and press OK When you wish to read in and set coordinate data from memory press LOAD C 13 1 Entering Instrument Station Data and Azimuth Angle PROCEDURE Reading in Registered Coordinate Data 4 Select PT2 and press ENT to proceed to 2nd target input MLM Occ Orien MLM MLM Set PT1 ...

Страница 145: ...arget can be input Press Tgt h on the second page Input the target heights and press OK Press COORD to re input coordinates for the first or 2nd targets Pressing REC displays the result recording screen for missing line measurement Pressing OK records the measured results When S is pressed the distance between two points S is displayed as the gradient between two points Press MEAS to observe the s...

Страница 146: ...he next target C 21 2 Changing the Starting Point 6 Press ESC to end missing line measurement G Missing line measurement results cannot be recorded when point names for 1st and or 2nd target are null Always input point names for both targets It is possible to change the last measured point to the next starting position 21 2 Changing the Starting Point ...

Страница 147: ... Points 2 After measuring the targets press MOVE Press YES Press NO to cancel measurement 3 The last target measured is changed to the new starting position Perform missing line measurement C 21 1 Measuring the Distance between 2 or more Points MLM SD HD VD 20 757m 27 345m 1 012m REC MOVE MEAS MLM Move 1st meas MLM SD ZA HA R NO YES ...

Страница 148: ... an area an error will occur Be sure to observe or recall points on an enclosed area in a clockwise or counterclockwise direction For example the area specified by entering or recalling point names 1 2 3 4 5 or 5 4 3 2 1 implies the same shape However if points are not entered in numerical order the surface area will not be calculated correctly Slope area The first three points specified measured ...

Страница 149: ...press OBS The tilt screen is displayed if the instrument is out of level Level the instrument C 7 2 Levelling 5 Press MEAS to begin observation The measured values are displayed 6 Press OK to enter the value of the first point in 01 Press REC in the second screen of step 5 to record code target height and point name The point name recorded here will be displayed in 01 REM Area calc S O Line P Proj...

Страница 150: ...LC is displayed 8 Press CALC to display the calculated area PT number of set points SArea slope area HArea horizontal area 9 Press REC in the screen of step 8 to record results and return to Menu Press OK to return to Menu without recording results PROCEDURE Surface area calculation by reading in the points coordinates 1 In the second OBS mode screen press MENU then select Area calc 2 Enter the in...

Страница 151: ...re read in a clockwise or counterclockwise direction After all known points necessary to calculate the surface area have been observed CALC is displayed 7 Press CALC to display the calculated area 8 Press REC in the screen of Step 7 to record results and return to Menu Press OK to return to Menu without recording results It is also possible to perform area calculation by pressing AREA when allocat...

Страница 152: ...In the second page of the OBS mode screen press MENU then select Intersect 2 Enter the 1st point data and press NEXT Intersection Pt 1 Intersection Pt 2 2nd Pt Azimuth 1 1st Pt Hdist 2 Intersection Pt 1 2nd Pt 1st Pt Hdist 2 Intersection Pt 2 Hdist 1 Intersect Traverse Road Xsection D e f i n e 1 s t P T Ep Np Zp 11 3 4 6 4 1 2 1 2 2 9 1 0 8 8 C REC LOAD MEAS NEXT ...

Страница 153: ...ayed if the instrument is out of level Level the instrument C 7 2 Levelling 3 Enter the 2nd point data and press OK Press MEAS to observe the selected point 4 Enter azimuth angle or horizontal distance of the 1st point and 2nd point G Both the azimuth angle and horizontal distance of the 1st or 2nd point cannot be input PT 113 464 91 088 12 122 D e f i n e 2 n d P T Ep Np Zp 11 2 7 0 6 1 0 4 0 6 9...

Страница 154: ... Press S O to move to setting out measurement of the required point C 15 SETTING OUT MEASUREMENT 6 Press ESC Continue the measurement repeat steps from 2 It is also possible to perform intersection measurement by pressing INTSCT when allocated to the OBS mode screen C Allocating INTSCT 33 3 Allocating Key Functions 1 s t P T E p N p Z p 0 0 0 0 0 0 0 0 N u l l C REC LOAD MEAS NEXT A z m t h 1 H d ...

Страница 155: ...t point set as Intersection Pt 2 Intersections created from H dist 1 and H dist 2 Intersection to the right of the straight line between 1st point and 2nd point set as Intersection Pt 1 and the point to the left set as Intersection Pt 2 Precaution when performing intersection measurement In the following cases the coordinates of intersection points cannot be calculated When Azimuth 1 Azimuth 2 Whe...

Страница 156: ...se points and points observed from traverse points see P3 1 to P3 3 below When calculation is complete the CX displays the precision of the traverse and when necessary traverse adjustment can be performed C For types of traverse that can be calculated with the CX see Types of traverse PROCEDURE 1 Before starting traverse calculation observe the sequence of traverse points and record the results C ...

Страница 157: ...nter the point name of the backsight station for the start point and press ENT When there are saved coordinates for the backsight station the calculated azimuth angle is displayed Enter values manually when there are no coordinates saved for the specified start point backsight station Press OK to display the calculated azimuth angle T r a v e r s e s t a r t p t B s Occ A z m t h N u l l LIST OK O...

Страница 158: ... by pressing ESC If ESC is pressed a route can be computed using only the points found prior to the search being stopped When a traverse point with recorded known point coordinates is found or there are multiple foresight stations for a point the automatic route search will stop Press LIST and select which foresight station to use as the next point C Automatic route search 6 Press OK to confirm th...

Страница 159: ...losure error d Dist Horizontal closure distance Precision Precision of the traverse as a ratio of the total horizontal distance traversed to the closure distance d North Closure distance in Northing coordinates d East Closure distance in Easting coordinates d Elev Closure distance in elevation T r a v e r s e e n d p t F s T 0 0 0 2 Occ T 0 0 0 1 A z m t h OK 3 3 5 2 7 4 6 LIST Precision T r a v e...

Страница 160: ...elected in 2 Angular in step 8 only coordinate and elevation adjustment will be performed 10 After confirming the results press ADJUST again to start coordinate and elevation adjustment using the methods selected in 1 Method and 3 Elev respectively All adjusted instrument data will be in saved in the currently selected JOB and traverse adjustment will be finished A d j u s t m e n t o p t i o n s ...

Страница 161: ...dinate data Traverse line record 3 1 point names of start and end points 2 backsight station name and azimuth to said backsight station 3 foresight station name and azimuth to said foresight Adjustment setting record 1 The selected method for distributing closure error Closure error record 2x2 1 precision and closure error for angle distance 2 coordinate closure error Coordinate adjustment record ...

Страница 162: ...easurement If one of the following conditions is met the automatic route search will terminate The same search can be resumed by specifying the name of the next point in the route There is more than one potential foresight station for an instrument station Route search terminates as a juncture appears in the route The foresight station for the previous measurement was the Start pt Route search ter...

Страница 163: ... in proportion to the northing and easting ordinates of each traverse line Northing adjustment closure north Easting adjustment closure east Where ΔN change in northing for the traverse line ΔE change in easting for the traverse line Σ ΔN sum of the absolute value of all the changes in northings of all the traverse lines Σ ΔE sum of the absolute value of all the changes in eastings of all the trav...

Страница 164: ...t Weighted Any closure in the elevations is distributed in proportion to the length of the traverse line leading to the point like the Compass method for coordinate adjustment Linear Any closure in the elevations is distributed evenly in each leg of the traverse route None No elevation adjustment performed adjustment 1 todist 1 fromdist Σ 1 todist 1 fromdist closure ...

Страница 165: ...in the Route Surveying menu G The Z axis coordinate value in all Route Surveying work is always Null Null is not the same as 0 Symbols and terms used in Route Surveying BP Point route origin EP Point route end point KA Point clothoid curve origin KE Point clothoid end point BC Point circular curve origin EC Point circular curve end point IP Point point of intersection SP Point circular curve midpo...

Страница 166: ...t the coordinates of the reference point then press OK Press LOAD to read in the already registered coordinate data and set as the coordinates of the reference point C 13 1 Entering Instrument Station Data and Azimuth Angle PROCEDURE Reading in Registered Coordinate Data 25 2 Straight Line Calculation P2 P1 Offset DL Route origin Q QL QR BL AZ BL Reference point P1 IP point P2 Follow up distance D...

Страница 167: ...p 5 to calculate the center peg coordinates The coordinates and azimuth angle are then displayed on the screen 7 Press ESC twice to finish Straight Line calculation and return to Road Press WIDTH to move to the width peg setting screen The coordinates of the width peg can be found by inputting the route width and pressing OK N p E p 2 0 0 0 0 0 L i n e I P 2 0 0 0 0 0 P2 AZMTH L i n e I P A z m t ...

Страница 168: ...s are deleted the azimuth angle is given priority Offset Follow up distance input range 0 000 to 99999 999 m Route width input range 999 999 to 999 999 m The coordinates of the center peg and width pegs on a circular curve can be found from the coordinates of the BC point and IP point It is then possible to proceed with the setting out of the center peg and width pegs 25 3 Circular Curve Calculati...

Страница 169: ... page Press COORD to return to coordinate input 5 Enter the curve direction curve radius offset and follow up distance 6 Press OK in the screen shown in step 5 to calculate the center peg coordinates The coordinates and azimuth angle are then displayed in this screen R o a d O c c O r i e n L i n e C i r c C u r v e S p i r a l P a r a b o l a C i r c C u r v e C L p e g S t o f s S t a i n g 0 0 ...

Страница 170: ...Curve calculation and return to Road Press WIDTH to move to the width peg setting screen C 25 2 Straight Line Calculation The center peg can be set out by pressing S O C 15 SETTING OUT MEASUREMENT Curve direction right left Radius input range 0 000 to 9999 999 m ...

Страница 171: ...oid curve is calculated by the following formula A2 RL Calculation using KA Point as reference KA KE Calculation 1 Calculation using arbitrary point between KA1 and KE1 as reference KA KE Calculation 2 25 4 Spiral Curve KA IP Q BP Offset Stationing chainage AZ KA point P1 IP point P2 Clothoid parameter A Follow up distance DL Route width BL Reference point P1 Point on line tangential to P1 P2 Clot...

Страница 172: ... curve length 2A XPROCEDURE Calculation using KA Point as reference 1 In the second page of the OBS mode screen press MENU then select Road 2 Select Spiral to enter the spiral menu then select KA KE 1 KE point P1 KE tangential angle AZ Clothoid parameter A KE to KA curve length L KE follow up distance DL1 Target point follow pu distance DL2 Route width BL KE KA Curve length Q Stationing Chainage S...

Страница 173: ...th are then displayed in this screen 7 Press ESC three times to finish spiral calculation and return to Road Press WIDTH to move to the width peg setting screen C 25 2 Straight Line Calculation The center peg can be set out by pressing S O C 15 SETTING OUT MEASUREMENT Curve direction right left Parameter A input range 0 000 to 9999 999 m Station offset Stationing chainage input range 0 000 to 9999...

Страница 174: ...o the P point then press OK The azimuth angle to the P point can be set by pressing AZMTH on the second page Press COORD to return to coordinate input 5 Enter the curve direction parameter A KA P curve length length of curve from KA to P point offset and P target curve length length of curve from P point to target point K A K E 1 S p i r a l K A K E 2 K E K A N p E p S p i r a l R e f P T P 1 0 0 ...

Страница 175: ...U then select Road 2 Select Spiral to enter the spiral menu then select KE KA 3 Input the coordinates of the KE point reference point Press OK to set the input values 4 Input the azimuth angle of the arbitrary point on the line tangential to the KE point then press OK Pressing COORD sets the coordinate toward the tangential direction Pressing AZMTH on the second page returns to the screen for inpu...

Страница 176: ...n displayed in this screen 7 Press ESC three times to finish spiral calculation and return to Road KE KA curve length length of curve from KE to KA KE follow up distance target point follow up distance input range 0 000 to 99999 999 m S p i r a l C L p e g K A K E l e n g t h 4 1 6 6 7 m D i r e c t P a r a A 5 0 0 0 0 m R i g h t OK K E S t a i n g S e t O u t p t s t a 1 5 3 7 1 8 m 1 6 0 0 0 0 ...

Страница 177: ...nd width pegs Select a calculation menu depending on the section of the parabola to be calculated Parabola is calculated by the following formula Abbreviations used in parabola calculation BTC Beginning of transition curve BCC Beginning of circular curve ETC End of transition curve ECC End of circular curve Calculation using BTC Point as reference BTC BCC Calculation 1 25 5 Parabola y x3 6RX BTC I...

Страница 178: ... Select Parabola to enter the Parabola menu then select BTC BCC Calc 3 Input the coordinates of the BTC point reference point Press OK to set the input values ECC ETC Q Stationing Chainage Stationing Chainage ETC Q ECC BP AZ Curve length Road O c c O r i e n L i n e C i r c C u r v e S p i r a l P a r a b o l a Parabola BTC ECC ETC Calc BCC Calc Np 472345 621 Parabola BTC PT Ep 203647 972 REC LOAD...

Страница 179: ...this screen 7 Press ESC three times to finish Parabola calculation and return to Road Press WIDTH to move to the width peg setting screen C 25 2 Straight Line Calculation The center peg can be set out by pressing CENTER C 15 SETTING OUT MEASUREMENT Curve direction right left Parameter X Radius input range 0 000 to 9999 999 m Station offset Stationing chainage input range 0 000 to 99999 999 m Direc...

Страница 180: ...ential to the KE point then press OK Pressing COORD sets the coordinate toward the tangential direction Pressing AZMTH on the second page returns to the screen for inputting the azimuth angle 5 Enter the curve direction parameter X ECC ETC curve length ECC stationing chainage and Q stationing chainage Set out pt sta Parabola BTC ECC ETC Calc BCC Calc Np 475073 398 Parabola ECC PT Ep 203897 770 REC...

Страница 181: ...2 and radius R have all been input a clothoid is created and the KA1 KE1 KE2 and KA2 points can be found When parameter A1 and parameter A2 have been input and radius R is Null a clothoid without a transition curve is created and the KA1 KE1 and KA2 points can be found When parameter A1 and parameter A2 are both Null and only radius R has been input a circular curve is created and the BC point and...

Страница 182: ... coordinates of the three input points The results are then displayed on the screen Check the data then press OK Press ESC to return to the previous screen to make alterations to this data 7 Input curve properties parameter A1 parameter A2 curve radius and St ofs BP Point offset 3 P T C u r v e I P Ta n A l i g n m e n t E D M N p LOAD R E C E p 3 P T C u r v e B P 1 0 0 0 0 0 O K 1 0 0 0 0 0 N p ...

Страница 183: ...he screen 10 Press ESC repeatedly to finish 3 Point calculation and return to Road Press WIDTH to move to the width peg setting screen C 25 2 Straight Line Calculation The centerline peg can be set out by pressing S O C 15 SETTING OUT MEASUREMENT In the case of a clothoid with no transition curve the KA1 Point KE1 Point and KA2 Point can be found in step 8 In the case of a circular curve the BCC P...

Страница 184: ...S mode screen press MENU then select Road 2 Select IP Tan to enter the intersection angle azimuth angle calculation menu 3 Input the coordinates of the BP point reference point Press OK to set the input values 25 7 Intersection Angle Azimuth Angle Calculation BP point P1 IP intersection point P2 Intersection angle IA BP to IP distance DIST1 IP to EP distance DIST2 Clothoid parameter A1 Clothoid pa...

Страница 185: ... KE2 IA Tangent KA2 7 In the screens for the KA1 point KE1 point KE2 point and KE2 point that have been found press CENTER to move to centerline peg settings Input Sta ing stationing to CL peg and press OK to calculate the coordinates of the arbitrary centerline peg The results are then displayed in this screen R i g h t O K I P Ta n B P I P I P E P 1 4 1 4 2 1 m I A D i r e c 1 4 1 4 2 1 m 9 0 0 ...

Страница 186: ... route which contains a series of curves It is then possible to proceed with setting out The illustration below is an example of a clothoid calculation Route Calculation includes the following Curve properties input curve properties display automatic calculation of cardinal points arbitrary point calculation and inverse width peg calculation In the Route Calculation menu it is possible to set one ...

Страница 187: ...ing up of error values in curve calculation may create discrepancies mm in coordinates of peg No 25 8 1 Inputting IPs Intersection Points PROCEDURE 1 Enter the Route Calculation menu Press MENU on the third page of the OBS mode to enter the Route Calculation menu 2 Enter the Alignment Calculation menu Select Alignment 3 Enter the Curve Element Setting menu Select Define elements 4 Enter the IP Inp...

Страница 188: ...to Curve Element Setting 25 8 2 Inputting Curve Elements Automatic setting of the BP step 3 You can set the BP for the next curve as the IP or the EP for the previous curve KA 2 or the EC point in advance If multiple curves overlap when the next curve is calculated based on the input curve elements when OK is pressed the screen below is displayed N p E p B P 1 0 0 0 0 0 1 0 0 0 0 0 REC LOAD NEXT N...

Страница 189: ...s R and offset additional distance for the BP if the BP is located before the route starting point minus is accompanied and press OK When IP is pressed the intersection angle turning direction the lengths of the curves between BP IP1 and IP1 IP2 are calculated from the BP the IPs and the curve elements and the results are displayed After checking the results press OK 1 0 m m C u r v e o v e r l a ...

Страница 190: ...s for the following curves Input the elements for the following curves in the same manner as shown in steps 3 and 4 6 Quit inputting the curve elements When input of the elements for all curves is completed press OK The screen will return to Curve Element Setting 25 8 3 Displaying curve properties It is possible to check the curve properties set in 25 8 2 Inputting Curve Elements To make alteratio...

Страница 191: ...ng Data The route data set with the procedures in 25 8 1 Inputting IPs Intersection Points and 25 8 2 Inputting Curve Elements can be cleared PROCEDURE 1 Enter the Route Calculation menu Press MENU on the third page of the OBS mode to enter the Route Calculation menu 2 Enter the Alignment Calculation menu Select Alignment Input IP Define elements Input element Review elements Clear N p E p 1 0 0 0...

Страница 192: ...urve involved Clothoid KA 1 Point KE 1 Point KE 2 Point KA 2 Point Clothoid with no transition curve KA 1 Point KE Point KA 2 Point Circular curve BC Point SP Point EC Point The width pegs can be set up on both sides of the route and the left and right route widths calculated separately A point name is automatically assigned to peg No that can be calculated The first part of the point name can be ...

Страница 193: ...late the coordinates of the cardinal point width pegs and peg No The coordinates are then displayed on the screens shown here Use L K to switch between screens Screens right are examples of a clothoid curve calculation D e f i n e e l e m e n t s A l i g n m e n t A u t o c a l c C a l c c o o r d R o a d t o p o S e t t i n g A l i g n m e n t C L o f s 1 C L o f s 2 5 0 0 0 m S t a i n c r 5 0 0...

Страница 194: ...input range 999 999 to 999 999 Null m Duplicate point name procedure Add record as separate point with same point name Skip no overwrite Maximum point name length 8 characters peg No Cardinal point settings are retained even when the power has been cut off However the settings have been cleared if RAM cleared is displayed Rules regarding the assigning of point names to automatically calculated peg...

Страница 195: ...ame being input exceeds 16 characters 1 character at the beginning will be deleted for each new character input at the end of the point namepoint name 25 8 6 Arbitrary point calculation The coordinates of arbitrary points on every calculated curve can be found using arbitrary point calculation PROCEDURE 1 In the second page of the OBS mode screen press MENU then select Road 2 Select Alignment to e...

Страница 196: ...he closest peg No from the front of the curve The distance from the peg No is added at the end If the length of the point name being input exceeds 16 characters 1 character at the beginning will be deleted for each new character input at the end of the point name 25 8 7 Inverse width peg The route widths and coordinates for center pegs on every calculated curve can be found by using inverse width ...

Страница 197: ... name of the width peg 7 The next width peg can then be set by pressing OK The center peg can be set out by pressing S O C 15 SETTING OUT MEASUREMENT D e f i n e e l e m e n t s A l i g n m e n t A u t o c a l c C a l c c o o r d R o a d t o p o S e t t i n g N p E p A l i g n m e n t R o a d t o p o 0 0 0 0 0 0 0 0 C LOAD MEAS OK N E 1 7 3 3 1 8 R o a d t o p o C L p e g 1 9 6 0 3 1 S t a i n g 1...

Страница 198: ... of the width peg 5 The next width peg can then be set by pressing OK The rules regarding the assigning of point names to width pegs and center pegs are the same as those for when calculating width pegs in automatic calculation of cardinal points C 25 8 5 Automatic calculation of cardinal points Rules regarding the assigning of point names to automatically calculated pegs The rules regarding the a...

Страница 199: ...to enter the Route Calculation menu 3 Select Setting to enter the Setting Parameters menu 4 Use L K to select the automatic setting method for the BP Point of the next curve and curve type When curve properties are already input curve type cannot be changed First clear all route data C 25 8 2 Inputting Curve Elements The automatic setting method can be selected from the following Factory setting B...

Страница 200: ... 25 ROUTE SURVEYING EDM setting can be done in the cross section survey menu C Setting items 33 2 EDM Settings PROCEDURE 1 In the second page of OBS mode screen press MENU then select Xsection Survey 2 Select Occ orien in Xsection Survey and enter instrument station data C 13 1 Entering Instrument Station Data and Azimuth Angle Cross section Centerline Change of observation direction BP EP Sta pit...

Страница 201: ...message window is displayed Press YES to proceed to step 5 Press NO to set station pitch station chainage and direction again 5 Sight the last point on the cross section and press OBS C Direction Press HT to set instrument and target height Press OFFSET on the second page to perform offset measurement for the last point When observing the center point first the center point needs to be set CStep 8...

Страница 202: ...strument station press LOAD to read in already registered coordinate data and set as the coordinates of the instrument station C 13 1 Entering Instrument Station Data and Azimuth Angle PROCEDURE Reading in Registered Coordinate Data 9 Repeat steps 5 to 6 for all points on the cross section occuring after the centerline N E Z 1 2 1 5 2 1 0 3 5 1 4 1 0 1 4 2 3 P1 C REC HT MEAS OK ZA HA R CD OK HR N ...

Страница 203: ...an be measured in the following directions depending on the setting selected in Direction When Left or Left Right selected Pattern 1 From left most point to right most point Pattern 2 Center point observed first Then the point immediately to the left of the center point Remaining points can then be observed in any order Pattern 3 Method using 2 prisms Center point observed first followed by the po...

Страница 204: ... can be in whatever order is the most efficient for operation with 2 prisms When Left Right or Right Left selected observation of a subsequent cross section can be switched automatically to the opposite direction upon completion of the previous cross section observation This method minimizes the walking distance to the next starting point when measuring multiple cross sections Direction of route P...

Страница 205: ...hown at right Offset represents the distance calculated from the center point coordinates and measurement point coordinates CDisplaying JOB data 28 8 Reviewing JOB Data 3 3 2 0 0 S t a i n g NEXT PREV 1 2 8 2 0 m P t X S E C T 0 0 3 O f f s e t HR 2 0 0 0 m 3 2 0 5 0 0 N NEXT PREV 1 0 0 2 0 0 C D Z E 6 2 0 0 ...

Страница 206: ...n point C is set by observing the point A and the point B PROCEDURE Setting Baseline 1 Press Menu on the second page of the OBS mode and select Pt to line 2 Select Define baseline 3 Enter an instrument height and press OK P n e z n A 0 0 0 N e z Target height E B Instruments height Instruments Point Unkown point Line Prism P1 Prism P2 Z C REM Area calc S O Line P Project PT to Line S O Arc Point t...

Страница 207: ...ngle Continue with the measurement of Point to Line Pressing S CO displays the instrument point coordinates defined from the measurement results of the first target point and the second one Pressing OK conducts measurement of Point to Line AUTO1003 Measure 1st PT ZA HA R HR CD 0 0 00 00 00 00 MEAS 1 000m AUTO1003 HR CD 34 123 56 45 12 26 MEAS OK REC 1 000m 5 123m SD ZA HA R AUTO1004 Measure 2nd PT...

Страница 208: ...he target point and press MEAS The measured result is displayed Pressing REC records the coordinates of the target point as measured data in the current JOB Pressing S CO displays the coordinates of the instrument station 4 Collimate the next target point and press MEAS to begin measurement It is possible to measure several points consecutively 5 Pressing ESC returns to the Point to Line screen Po...

Страница 209: ...the point as another record with the same name Press NO to input a new name Press YES to overwrite the present point Instrument station data can be stored in the current JOB The items that can be recorded are the instrument station coordinates point name instrument height codes operator date time weather wind temperature air pressure and atmospheric correction factor If instrument station data is ...

Страница 210: ...ates C 13 1 Entering Instrument Station Data and Azimuth Angle PROCEDURE Reading in Registered Coordinate Data When inputting code ADD LIST and SRCH are displayed Press ADD to save input codes in memory Press LIST to display saved codes in reverse chronological order Press SRCH to search for a saved code C For reviewing and saving codes in Data mode see 30 3 Registering Deleting Codes and 30 4 Rev...

Страница 211: ...Calm Gentle Light Strong Very strong Temperature range 30 to 60 C in 1 C step 22 to 140 F in 1 F step Air pressure range 500 to 1400 hPa in 1 hPa step 375 to 1050 mmHg in 1mmHg step 14 8 to 41 3 inch Hg in 0 1 inch Hg step Atmospheric correction factor range ppm 499 to 499 Backsight station data can be stored in the current JOB Azimuth angle setting method can be selected from inputting azimuth an...

Страница 212: ...3 Point name 6 Press OK to record backsight station data RED Reduced data and angle measurement data are recorded at the same time TOPO is restored PROCEDURE Calculating azimuth angle by coordinates 1 Press TOPO in the third page of OBS mode to display TOPO 2 Select BS data 3 Select Coord TOPO Backsight Angle Coord 2 TOPO Backsight Take BS 90 3 2 1 3 HA R HA R SRCH 12 CD 9 34 ADD LIST 0 000 HR HA ...

Страница 213: ...ment values are displayed in real time Calculated Azimuth angle is also displayed 6 Sight the backsight and press REC in the screen of step 4 and set the following items 1 Target height 2 Code 3 Point name 7 Press OK to record backsight station data Known point data and angle measurement data are recorded at the same time TOPO is restored NBS 1 000 TOPO Backsight LOAD OK ZBS EBS 1 000 Null 2 TOPO ...

Страница 214: ...splayed in real time 3 Set the following items 1 Code 2 Target height 3 Point name 4 Check the input data then press REC to confirm the angle measurement value and record the data 5 Press ESC to quit measurement and restore TOPO 28 3 Recording Angle Measurement Data TOPO JOB1 Occupy Angle data Dist data Coord data BS data 0 ZA HR CD HA R 60 4 0 5 1 4 5 1 1 0 3 H SET TILT REC 0SET 0 000m CD HR 1 0 ...

Страница 215: ...t C 12 2 Distance and Angle Measurement 2 Press TOPO in the third page of OBS mode TOPO is displayed Select Dist data to display the measurement results 3 Set the following items 1 Target height 2 Code 3 Point name 4 Check the input data then press REC to confirm the angle measurement value and record the data 28 4 Recording Distance Measurement Data TOPO JOB1 Occupy Angle data Dist data Coord dat...

Страница 216: ...rd the results AUTO is convenient for recording measurement data when point name code and target height are not set Press OFFSET to offset measurement in TOPO Mode 6 Press ESC to quit measurement and restore TOPO Coordinate data can be stored in the current JOB PROCEDURE 1 Perform coordinates measurement in the OBS mode screen C 14 COORDINATE MEASUREMENT 28 5 Recording Coordinate Data OFFSET MEAS ...

Страница 217: ...oint press MEAS then perform steps 3 and 4 above Angle value is displayed in real time until REC is pressed Pressing AUTO will start measurement andautomatically record the measured results It is convenient to record measured data without setting the point name code and collimation height Press OFFSET to start offset measurement Before measurement 0SET is displayed instead of OFFSET The horizontal...

Страница 218: ...e of OBS mode to display TOPO Select Dist Coord to display the measurement results 2 Sight the point and press MEAS to begin the measurement The measurement results are displayed 3 Set the following items 1 Code 2 Target height 3 Point name 4 Check the input data then press REC to confirm the angle and coordinate measurement value and record the data 5 Press ESC to quit measurement and restore TOP...

Страница 219: ...nt JOB PROCEDURE 1 Press TOPO in the third page of OBS mode to display TOPO Select Note 2 Enter the note data 3 After inputting the note data press OK to return to TOPO Maximum note length 60 characters alphanumeric 28 7 Recording Notes Dist Coord Note View Deletion T r e e 0 1 L e f t TOPO Note ...

Страница 220: ... list of recorded points 2 Select the point name to be displayed in detail and press ENT Details of the data are displayed This screen contains distance measurement data To display previous data item press PREV To display next data press NEXT Press EDIT to edit code target height point name of the selected point name Items that can be edited depend on the type of data selected Press OK to confirm ...

Страница 221: ...y take time if many data are registered Press RED to display the reduced data screen shown at right Press OBS to return to the previous screen 3 Press ESC to conclude detailed display and restore the list of points Press ESC again to restore TOPO If more than two points with the same point name exist in the current JOB CX finds the newer data only KL P NEXT PREV EDIT OBS 1 2 3 4 4 5 6 m 3 2 1 1 2 ...

Страница 222: ...ata are displayed To display previous data item press PREV To display next data press NEXT Use O G to move from page to page KL P Use O G to select individual point Press FIRST to display first data Press LAST to display last data Press SRCH to search for point name Input the point name after PT The search may take time if many data are registered 28 9 Deleting Recorded JOB Data 2 2 2 3 FIRST LAST...

Страница 223: ...eted 4 Press ESC to restore TOPO G Check data items before deleting to avoid losing important data Deleting an important data item such as instrument station coordinates can prevent successul completion of software operations that require such data after outputting to an external device ...

Страница 224: ...eting Known Point Data Coordinate Search JOB The registered coordinate data in the JOB selected here can be read into coordinate measurement resection measurement setting out measurement etc Scale correction CX calculates horizontal distance and coordinates of a point using measured slope distance If scale factor has been set scale correction is carried out during calculation Corrected horizontal ...

Страница 225: ...red JOB as the current JOB and press ENT The JOB is determined 5 Press ENT JOB selection is restored 6 Align the cursor with Coord search JOB and press LIST Coord search JOB is displayed 7 Align the cursor with the desired JOB as the coordinate search JOB and press ENT The JOB is determined and JOB is restored The list of JOB names is contained on up to 2 pages JOB JOB selection JOB details JOB de...

Страница 226: ... setting 3 Select JOB details in JOB After inputting the detailed information for the JOB press OK JOB is restored Enter the scale factor for the current JOB Maximum length of JOB name 12 alphanumeric Scale factor input range 0 50000000 to 2 00000000 1 00000000 Factory setting JOB details JOB name SCALE 1 00000000 OK JOB JOB selection JOB details JOB deletion Comms output Comms setup ...

Страница 227: ...iliary device displayed with cannot be deleted PROCEDURE 1 Select JOB in Data Mode 2 Select JOB deletion JOB deletion is displayed The numbers to the right represent the number of data items in each JOB 3 Align the cursor with the desired JOB and press ENT 4 Press YES The data within the JOB selected is deleted and JOB deletion is restored 29 2 Deleting a JOB JOB JOB selection JOB details JOB dele...

Страница 228: ...y and entry from an external instrument CCommunication cables 36 2 Optional accessories Output format and command operations Communication manual When entering known point data from an external device CX does not check the repeated point name Communication setup can be performed in the known data as well Select Comms Setup in Known data G When inch is selected as the distance unit the value must b...

Страница 229: ... other known point coordinate data 5 After the registration of all the coordinate data has been completed press ESC to restore Known data PROCEDURE Entering known point coordinate data from an external instrument 1 Connect CX and host computer 2 Select Known data in Data Mode 3 Select Comms input to display Comms input PT Known data Job JOB1 Key in coord Deletion Comms input View PT Known data Job...

Страница 230: ... screen When data reception is completed Known data is displayed Press ESC to stop data reception in progress 4 Receive the coordinate data for the next known point Then receive the coordinate data for other known points 5 Finish inputting the known points After all registration is complete press ESC It returns to Known Point Selectable input formats T type GTS Coord SSS Coord S type SDR33 Comms i...

Страница 231: ...t Press FIRST to display top of point name list Press LAST to display end of point name list SRCH C 13 1 Entering Instrument Station Data and Azimuth Angle PROCEDURE Coordinate Data Search Complete match PROCEDURE Coordinate Data Search Partial match 4 Press DEL to delete the selected point name Press PREV to display previous data Press NEXT to display next data PT PT PT PT PT 012 013 POINT01 ABCD...

Страница 232: ...a in Data Mode 2 Select Clear and press ENT 3 Press YES Known data is restored It is possible to display all the coordinate data within the current JOB PROCEDURE 1 Select Known data in Data Mode Current JOB name is displayed 2 Select View The point name list is displayed 30 2 Reviewing Known Point Data Clear Comms setup Known data Job JOB1 Key in coord Deletion Comms input View ...

Страница 233: ...odes registered in memory when recording instrument station data or observation data PROCEDURE Inputting Codes 1 Select Code in Data Mode 2 Select Key in code Enter the code and press ENT The code is registered and Code is restored Maximum code size 16 alphanumeric Maximum number of codes registered 60 30 3 Registering Deleting Codes PT PT PT PT PT 012 013 POINT01 ABCDEF 123456789 FIRST LAST SRCH ...

Страница 234: ...p 1 Connect the CX and a host computer in advance 2 Select Code in the Data mode 3 Select Comms input and press ENT Code communication starts and the number of transmitted data is displayed When transfer is completed the screen returns to Code Pressing ESC stops data transfer PROCEDURE Deleting codes 1 Select Code in Data Mode Data JOB Known data Code C o d e K e y i n c o d e C o m m s i n p u t ...

Страница 235: ...elect Clear list in step 2 and then press YES all registered codes are deleted PROCEDURE 1 Select Code in Data Mode 2 Select Code view The registered code list is displayed 3 Press ESC to restore Code 30 4 Reviewing Codes Code Key in coord Comms input Comms output Deletion Code view Code Key in coord Comms input Comms output Deletion Code view FIRST FIRST Code Key in coord Deletion Comms input Com...

Страница 236: ...t data entered from an external instrument is not output Communication setup can be performed in the JOB menu as well Select Comms Setup in JOB G When inch is selected as the distance unit data is output in feet or US feet depending on the feet unit selected PROCEDURE 1 Connect CX and host computer 2 Select JOB in Data Mode 3 Select Comms output to display the JOB list 31 1 Outputting JOB Data to ...

Страница 237: ...mmunication Setup 5 Select the JOB to be output and press ENT Out appears to the right of the JOB selected You can select as many JOBs as you want means the JOB has not been output to an external device yet 6 Press OK 7 Select the output format and press ENT C o m m s o u t p u t T t y p e S t y p e SDR2X When S type is selected When T type is selected GTS Obs GTS Coord SSS Obs SSS Coord ...

Страница 238: ... Reduced data may cause output of an unintended measurement result 8 Press ENT to start outputting data in the current JOB After output is completed the screen returns to the list of JOBs where you can output data in other JOBs Press ESC to stop data output in progress PROCEDURE Code output to a host computer Only the codes for communication formats compatible with T type can be output When output...

Страница 239: ...3 Select Comms output and press ENT Code output begins After code output is completed the screen returns to the Code menu D a t a J O B K n o w n d a t a C o d e C o d e K e y i n c o d e C o m m s i n p u t C o m m s o u t p u t D l e t i o n C o d e v i e w ...

Страница 240: ...SDR stored in a USB memory device Also an output code data file can be displayed only when T type is selected The same will apply to a case for saving a code while S type is selected You can neither save a file under the same name as a read only file nor change delete the name of a read only file However this varies depending on the model or software you are using For Communication Manual that des...

Страница 241: ...ernal interface hatch are closed and the connector caps are correctly attached Do not use it with these open or loose under the condition where water or other liquid spills over the instrument PROCEDURE 1 Slide the catch on the external interface hatch cover down to open 2 Insert the USB memory device in the respective slot G When using a USB memory with 4 metal terminals on the surface insert it ...

Страница 242: ...X can be saved to the USB memory device Also if multiple JOBs are selected they can be saved to one file When selecting S type the data is saved as a file with an extension corresponding to the output communication format When selecting T type a file extension is automatically set corresponding to the output communication format but it can be deleted or changed to any other extension PROCEDURE 1 S...

Страница 243: ...t the data 6 Select output format When S type is selected Align the cursor with Format to select the output format Selecting Yes for Send RED data on the second page outputs the horizontal distance data converted from the slope distance Save data GTS Obs GTS Coord SSS Obs SSS Coord Save data Obs data Reduced data Format GTS Obs Time JOB01 raw Date Jan 01 2012 08 00 123 4MB 3 8GB Remaining memory T...

Страница 244: ... special characters Output format T type GTS Obs GTS Coord SSS Obs SSS Coord S type SDR33 SDR2x When a file is overwritten the overwritten file is deleted PROCEDURE Code saving When saving the code it is necessary to select T type in the communication setting C 33 1 Configuration Config Mode Communication Setup 1 Select Save code on the first page of the USB mode 2 Specify a file name and press EN...

Страница 245: ...ecords having a file format compatible with the CX can be loaded to the CX COutput format and command operations Communication manual PROCEDURE Reading Known Point Data 1 Select Load known Pt in Data mode 2 Check the displayed current JOB name then press OK 3 Select the input format When T type is selected 32 4 Loading Data in USB memory device to the CX USB Save data Load known PT Save code Load ...

Страница 246: ...mode 2 Select a file having code data you wish to load and press ENT 3 Pressing YES starts loading the file When loading is completed the screen returns to USB ABCDE FGHI JKLMNOPQ ZZZ XYZ TXT PNT SDR YES NO ABCDE 5354byte Format GTS Coord Confirm XYZ Jan 01 2012 17 02 USB Save data Load known PT Save code Load code File status CODE001 TXT CODE002 TXT 12345 XYZ ABCDEFG CODE003 TXT CODE004 TXT YES N...

Страница 247: ... memory media select a file to be displayed and press ENT Details of the file are displayed 3 Press ESC to return to the file list PROCEDURE Editing the File Name 1 Follow steps 1 to 2 in PROCEDURE Displaying File Information until the screen shown at right is displayed 32 5 Displaying and Editing Files USB Save data Load known PT Save code Load code File status ABCDE FGHI JKLMNOPQ ZZZ SDR TXT XYZ...

Страница 248: ... the file list By selecting Quick format the USB memory device can be formatted G All data in the USB memory device including hidden files is deleted To initialize using a PC select FAT or FAT 32 in File System PROCEDURE 1 Select Quick format in USB mode 2 Press YES to format When formatting is completed Media is restored 32 6 Formatting the Selected External Memory Media O K ABCDE 5354byte Format...

Страница 249: ...ode Dist mode Sdist Hdist Vdist H Dist Horizontal distance display method Ground Grid Tilt crn Tilt angle compensation Yes H V Yes V No coll crn Collimation correction Yes No C R crn Earth curvature and refraction correction No K 0 142 K 0 20 Sea level crn Sea level correction Yes No Config Obs condition Instr config Comms setup Unit Instr const Change Password Date and time Key function Dist mode...

Страница 250: ... when No is set for Sea level crn G The horizontal distance data recorded in this instrument is the ground distance only and the displayed value changes according to the settings for the horizontal distance When reviewing the observation data in the TOPO menu set Horizontal distance and Scale factor so that the intended value is displayed V obs Vertical angle display method Zenith Horiz Horiz 90 H...

Страница 251: ...ed horizontal angle Tilt in angle tan Vertical angle When the telescope is directed close to the zenith or nadir angle tilt compensation is not applied to the horizontal angle Collimation correction The CX has a collimation correction function that automatically corrects horizontal angle errors caused by horizontal axis and leveling axis errors Sea level correction The CX calculates horizontal dis...

Страница 252: ...ect whether the vertical angle is fixed in the angle offset measurement zInstrument Configuration Select Instr Config in Config mode G Guide pattern is displayed only when guide light is selected Items set and options Factory setting Power off 5min 10min 15min 30min No Reticle lev 0 to 5 level 3 Contrast 0 to 15 level 10 Resume On Off EDM ALC Hold Free Guide pattern 1 the red and green lights flas...

Страница 253: ...he measurement conditions When EDM ALC is set to Free the instrument s ALC will be automatically adjusted if an error occurs as a result of the amount of light received Set to Free when the target is moved during measurement or different targets are used When Hold is set the amount of light received will not be adjusted until initial adjustment has been performed and continuous measurement complet...

Страница 254: ...e communication format used select T type S type COutput format and command operations Communication manual Wireless Yes No Baud rate 1200bps 2400bps 4800bps 9600bps 19200bps 38400bps Data bits 8bit 7bit Parity None Odd Even Stop bit 1bit 2bit ACK NAK Yes No CR LF Yes No ACK mode Standard Omitted Check sum Yes No T type GTS Obs Coord SSS Obs Coord S type SDR33 SDR2X Wireless Baud rate Data bits Pa...

Страница 255: ...in feet and all the distance values must be input in feet In addition when the inch display exceeds the range it is displayed in feet International feet and US survey feet The CX can display feet values in International feet and US survey feet units International feet the standard feet units are referred to simply as feet elsewhere in this manual Temp Temperature C F Press hPa mmHg inchHg Angle de...

Страница 256: ...n feet will differ according to the unit selected in this item zDate and time Select Date and time in Config mode The following explains the EDM settings Factory setting Press EDM in the second page of OBS mode 0ppm Atmospheric correction factor returns to 0 and temperature and air pressure are set to the default values Date Entry example July 20 2012 20120720 YYYYMMDD Time Entry example 2 35 17 p...

Страница 257: ... and the cursor is on Guide Item set and option Factory setting Mode Distance measurement Mode Fine r Fine AVG Setting 1 to 9 times Fine s Rapid r Rapid s Tracking Reflector Prism Sheet N prism reflectorless PC Prism constant 99 to 99 mm Prism is selected 0 Sheet is selected 0 Illum hold Laser laser sight Guide Guide light Temp Temperature 30 to 60 C 15 Air pressure 500 to 1400hPa 1013 375 to 1050...

Страница 258: ...so that the correction factor is 0 ppm at an air pressure of 1013 hPa a temperature of 15 C and a humidity of 50 By inputting the temperature and air pressure values the atmospheric correction value is calculated using the following formula and set into the memory If the weather correction is not required set the ppm value to 0 The atmospheric correction factor can also be calculated in order to t...

Страница 259: ...d When a softkey array is recalled the key array is changed to the key array that has been recalled clearing the previous key array Be sure to remember this zThe following are the softkey allocations when the CX was shipped Page 1 MEAS SHV 0SET COORD Page 2 MENU TILT H SET EDM Page 3 MLM OFFSET TOPO S O zThe following functions can be allocated to the softkeys MEAS Distance measurement SHV Switch ...

Страница 260: ...PROJ Point projection measurement PTL PT to Line INTSCT Intersections measurement TRAV Traverse adjustment ROAD Route surveying X SECT Cross section survey TOPOII Topography observation L PLUM Brightness configuration for laser plummet HVDOUT T HVDOUT S Output distance angle measurement results to an external instrument HVOUT T HVOUT S Output angle measurement results to an external instrument NEZ...

Страница 261: ...ction and its location by pressing L K The set softkey stops flashing and the cursor flashes on the next softkey 4 Repeat steps 2 to 3 only as many times as necessary 5 Press OK to record the allocations and restore Key function The functions with their new allocations are displayed in OBS mode PROCEDURE Registering an allocation 1 Allocate functions to the softkeys C PROCEDURE Allocating function...

Страница 262: ...y function in Config Mode 2 Select Recall Select the key array for either User 1 User 2 or Default setting when the CX was shipped and press ENT Key function is restored This displays the functions in the recalled array in OBS mode Set password can be changed No password was set when the CX was shipped PROCEDURE Changing password 1 Select Change Password in Config mode 2 Input old password and pre...

Страница 263: ...ms to the initial settings when the CX was shipped EDM setting Config mode settings including softkey arrays CAbout initial settings when the CX was shipped 33 1 Configuration Config Mode 33 3 Allocating Key Functions Initialize the data The following data is initialized Data within all jobs Known point data within memory Code data within memory PROCEDURE Restoring set items to initial settings an...

Страница 264: ...PROCEDURE Initializing the data and turning the power on 1 Turn the power off 2 While pressing F1 F3 and B S press ON 3 The CX is turned on Clearing memory appears on the screen and all items are restored to their initial settings ...

Страница 265: ...e surface target for distance measurement Bad file name File name is not entered when saving data on USB memory device Calculation error Coordinates identical to the known point coordinates observed during resection exist Set another known point so that the known point coordinates do not coincide Checksum error A sending repetition error has occured between the CX and external equipment Send recei...

Страница 266: ...e starting position was not completed normally Sight the starting position accurately and press OBS to perform the measurement again Need 2nd obs During missing line measurement the observation of the target was not completed normally Sight the target accurately and press MLM to perform the measurement again Need offset pt Observation of the offset point during offset measurement was not completed...

Страница 267: ...int does not exist North East is null Read error The Northing or Easting field of the given coordinate is null Input the coordinate Out of range The tilt of the instrument exceeds the tilt angle compensation range during measurement Level the instrument again C 7 2 Levelling Out of value During gradient display the display range less than 1000 has been exceeded During REM measurement either the ve...

Страница 268: ... only in the Observation mode Pt1 Pt2 too near When setting the baseline with Point to Line two reference points are too close Leave the space of 1 m or longer between the two reference points Read only file Read only file on the USB memory device cannot be changed and file contents cannot be edited or deleted Same coordinates The same values are input in Pt 1 and Pt 2 in setting out line measurem...

Страница 269: ...light measuring could not be carried out within the time specified Resight the target When using reflective prisms effectiveness will be improved by increasing the number of prisms used Too short Input password has fewer than 3 characters Password must have 3 or more characters and 8 or fewer characters USB error An error has occurred in loading or saving data to USB memory device USB full There i...

Страница 270: ...ged by a strong shock Make sure the instrument is securely set up and stable before performing checks and adjustments The bubble tube is made of glass so it is sensitive to temperature or to shocks Check and adjustment is necessary if the plate level is provided PROCEDURE Checking and adjusting 1 Level the instrument and check the position of the bubble of the plate level C 7 2 Levelling 2 Turn th...

Страница 271: ...s centered for any position of the upper part If the bubble does not move to the center even when the adjustment has been repeated ask your local dealer to adjust it PROCEDURE Checking and adjusting 1 Level while checking the display or using plate level C 7 2 Levelling G If the tilt sensor is misaligned the circular level is not adjusted correctly 2 Check the position of the bubble of the circula...

Страница 272: ...is identical for all the adjusting screws Also do not over tighten the adjusting screws as this may damage the circular level If the tilt angle shown on the display shifts from tilt angle 0 zero point the instrument is not correctly levelled This will adversely affect angle measurement Perform the following procedure to cancel the tilt zero point error PROCEDURE Check 1 Carefully level the instrum...

Страница 273: ...y to stabilize then read the automatically compensated angles X1 and Y1 5 Loosen the horizontal clamp and turn the instrument 180 while referring to the displayed horizontal angle then retighten the clamp 6 Wait a few seconds for the display to stabilize then read the automatically compensated angles X2 and Y2 7 In this state calculate the following offset values tilt zero point error Xoffset X1 X...

Страница 274: ...rizontal angle is 180 1 and OK is displayed 10 Wait a few seconds for the display to stabilize then store the automatically compensated angles X1 and Y1 Press YES to store tilt angles X1 and Y1 The new correction constant is displayed 11 Confirm that the values are in the adjustment range If both correction constant are within the range 180 select YES to renew the correction angle Instr const is r...

Страница 275: ...matically compensated angles X4 and Y4 16 In this state the following offset values tilt zero point error are calculated Xoffset X3 X4 2 Yoffset Y3 Y4 2 When both offset values fall within the range 20 adjustment is completed Press ESC to return to Instr const If one of the offset values Xoffset Yoffset exceeds 20 repeat the check and adjustment procedures from the beginning If the difference cont...

Страница 276: ... the Config mode screen and select Collimation 2 Sight the reference point in Face 1 Sight the reference point in Face 1 and press OK 3 Sight the reference point in Face 2 Rotate the instrument 180 Sight the same point in Face 2 and press OK 4 Set the constant Press YES to set the constant Press NO to discard the data and return to Collimation PROCEDURE Check 1 Perpendicularity of the reticle to t...

Страница 277: ...ample on point A of the reticle line 3 Use the telescope fine motion screw to align the target to point B on a vertical line If the target moves parallel to the vertical line adjustment is unnecessary If its movement deviates from the vertical line have our service representative adjust it ...

Страница 278: ...rument carefully turn on the instrument s power 3 While the OBS mode screen is displayed and the telescope is in face left sight the center of the target and read out the horizontal angle A1 and the vertical angle B1 Example Horizontal angle A1 18 34 00 Vertical angle B1 90 30 20 4 While the telescope is in face right sight the center of the target and read out the horizontal angle A2 and the vert...

Страница 279: ...s large even after repeating the check 2 or 3 times have our service representative perform the adjustment PROCEDURE Check 1 Carefully level the CX and exactly center a survey point in the reticle of the optical plummet 2 Turn the upper part 180 and check the position of the survey point in the reticle If the surveying point is still centered no adjustment is necessary If the surveying point is no...

Страница 280: ...ob cover Use the 4 adjusting screws of the optical plummet to adjust the remaining half of the deviation as show below 5 When the survey point is on the lower upper part of the illustration 1 Loosen the upper lower screw slightly 2 Tighten the lower upper screw by the same amount 6 If the survey point is on the solid line dotted line 3 Loosen the right left screw slightly 4 Tighten the left right ...

Страница 281: ...very Although it almost never deviates use a baseline with a known distance precision to check that the additive distance constant K is close to 0 several times a year and whenever the values measured by the instrument begin to deviate by a consistent amount Perform these checks as follows G Errors in setting up the instrument and reflective prism or in sighting the target will influence the addit...

Страница 282: ...calculate the average value 3 Place the CX at point C directly between points A and B and set up the reflective prism at point A 4 Precisely measure the horizontal distances CA and CB 10 times each and calculate the average value for each distance 5 Calculate the additive distance constant K as follows K AB CA CB 6 Repeat steps 1 to 5 two or three times If the additive distance constant K is withi...

Страница 283: ...ing 2 Rotate the upper part horizontally and place a target so that it is aligned with the center of the circle created by the rotating laser plummet beam Laser beam remains centered on the center of the target No adjustment necessary Laser beam strays from the center of the target Adjustment necessary Laser beam draws a circle outside the target circle Contact your local dealer PROCEDURE Adjustme...

Страница 284: ...et so that its center is aligned with the desired final position The remaining deviation will be adjusted using the 4 fine adjustment screws G Be extremely careful to adjust all the fine adjustment screws by the same amount so that none will be over tightened Turn screws clockwise to tighten 6 When the laser beam is on the upper lower part of Fig A the up down adjustment is made as follows c Inser...

Страница 285: ... Fig B the left right adjustment is made as follows c Insert a hexagon key wrench into both the left and right screws d Slightly loosen the right left screw and tighten the left right screw Make sure that the tightening tension for both screws is identical Continue to adjust until the laser beam is aligned with the target center 8 Turn the upper part of the instrument horizontally and check that t...

Страница 286: ...he fine adjustment screws moves the laser plummet beam in the directions shown below Up Right Left Down Tighten Up screw Tighten Right screw Tighten Down screw Tighten Left screw Fine adjustment screws Laser plummet adjustment cap pointing towards user ...

Страница 287: ...the figure to adjust its length then suspend it from the hook attached to the centering screw zTubular compass CP7 Slide the tubular compass into the tubular compass slot loosen the clamp screw then rotate the top part of the instrument until the compass needle bisects the index lines The telescope s face left sighting direction in this position will indicate magnetic north After use tighten the c...

Страница 288: ...ethod 4 1 Parts of the Instrument zSolar filter OF3A When sighting targets where glare is present solar observations for example attach it to the objective lens of the CX to protect its interior and the eyes of the operator The filter part can be flipped up without being removed zInterface cable Connect between the CX and the host computer for data output By using the Y cable the CX can perform RS...

Страница 289: ...gle measurements be sure to direct the reflective prism correctly and sight the center of the prism target accurately Each reflective prism 1 has its own prism constant value When changing prisms be sure to change the prism constant correction value To use the triple prism assembly AP31 or AP32 as a single prism for short distance measurements mount the single reflective prism AP01AR in the center...

Страница 290: ...target Make sure that the instrument height 236 mm is displayed in the instrument height adjustment window 1 Install the tribrach to the instrument height adaptor 2 Level the instrument and check the position of the bubble of the plate level 3 Turn the upper part through 180 and check the bubble position If the bubble is still centered no adjustment is necessary If the bubble is off center adjust ...

Страница 291: ...ntinue adjustments until the bubble remains centered for any position of the upper part If the bubble does not move to the center even when the adjustment has been repeated ask your local dealer to adjust it Adjust the optical plummet of the AP41 instrument height adaptor following the checking and adjustment methods of optical plummet C 35 6 Optical Plummet zAdjusting plate WASeries Adjust the ci...

Страница 292: ...ny combination other than those indicated below If you do the CX could be damaged Optional accessories for CX 101 102 and Low Temperature Models 36 4 Power supplies 9 K 9 K BDC70 CDC68 WR 9 9 EDC113A C 110 to 240 VAC EDC113B 110 to 125 VAC Charger External battery For car cigarette lighter AC DC converter Battery Charger Cable for charger Cable for car battery DEOH WR 9 DEOH Cable for external bat...

Страница 293: ...ing a 12 V DC battery be sure to connect the red clip of the dedicated power cable EDC213 to the positive side of the battery and the black one to the negative side When using a car battery be sure to stop the car engine before use When using the EDC115 leave the car engine running Use the 12 V DC battery with the negative side grounded When using the EDC213 be sure to stop the car engine before u...

Страница 294: ...105 105L 106 107 1 side Angle units Degree Gon Mil selectable Minimum display CX 101 1 0 0002gon 0 005mil 0 5 0 0001gon 0 002mil selectable CX 102 102L 103 105 105L 1 0 0002gon 0 005mil 5 0 0010gon 0 02mil selectable CX 106 107 5 0 0010gon 0 02mil 1 0 0002gon 0 005mil selectable Accuracy CX 101 1 0 0003gon 0 005mil CX 102 102L 2 0 0006gon 0 010mil CX 103 3 0 0010gon 0 015mil CX 105 105L 5 0 0015go...

Страница 295: ... prism or reflective sheet is selected in Config mode as target the output is equivalent to Class 1 Measuring range Using the following reflective prism reflective sheet target during normal atmospheric conditions 1 2 is good atmospheric conditions 3 is conditions for the low high temperature models Reflective sheet RS90N K 4 1 3 to 500m 1 640ft 1 3 to 300m 980ft 3 Reflective sheet RS50N K 4 1 3 t...

Страница 296: ...eflective sheet target 4 Fine measurement 3 2 ppm X D mm Rapid measurement 5 2 ppm X D mm Reflectorless White 5 Fine measurement 3 2ppm X D mm 0 3 to 200m 5 10ppm X D mm over 200 to 350m 10 10ppm X D mm over 350 to 500m Rapid measurement 6 2ppm X D mm 0 3 to 200m 8 10ppm X D mm over 200 to 350m 15 10ppm X D mm over 350 to 500m Reflectorless Gray 6 Fine measurement 3 2ppm X D mm 0 3 to 100m 5 10ppm...

Страница 297: ... 3 Measurement at 30 to 20 C 22 to 4 F Low Temperature Model 50 to 60 C 122 to 140 F High Temperature Model 4 Figures when the laser beam strikes within 30 of the reflective sheet target 5 Figures when using Kodak Gray Card White side reflection factor 90 and brightness level is less than 30000 lx a little cloudy 6 Figures when using Kodak Gray Card Gray side reflection factor 18 and brightness le...

Страница 298: ...ehicles or sources of radio emissions interference in the near vicinity of the instrument no rain Authentication Yes No selectable Power Supply Power source Rechargeable Li ion battery BDC70 Working duration at 20 C Distance and angle measurement Fine single measurement every 30 sec BDC70 about 36 hours BDC60 external battery optional accessory about 44 hours BDC61 external battery optional access...

Страница 299: ...ay on each face with illuminator CX 106 107 1 LCD graphic display with illuminator Operation panel keyboard 25 keys soft function operations power on light with illuminator Auto power off 5 levels selectable Laser sighting function Provided On Off selectable Internal memory 1MB about 10 000 points Sensitivity of levels Circular level 10 2 mm Electronic Circular levels Graphic display range 6 inner...

Страница 300: ...rd models 20 to 50 C 4 to 122 F Low temperature models 30 to 50 C 22 to 122 F High temperature models 20 to 60 C 4 to 140 F no direct sunlight Storage temperature range 30 to 70 C 22 to 158 F no condensation Dust and water resistance IP66 IEC 60529 2001 Instrument height 192 5 mm from tribrach mounting surface 236mm 5 3mm from tribrach bottom Size with handle CX 101 102 102L 103 105 105L 191 W X 1...

Страница 301: ...al circle indexing method to Yes 2 Go to the OBS mode screen The vertical angle V1 is displayed under Take F1 3 Carefully level the instrument 4 Accurately sight a clear target with a distance of about 30m in the horizontal direction with the telescope in face left Press OK The vertical angle V2 is displayed under Take F2 5 Turn the upper part through 180 and clamp it Then set the telescope in the...

Страница 302: ...t is recommended that extremely precise instruments be used to monitor the air temperature and pressure Finding the average temperature and pressure between two points in different atmospheric conditions To precisely determine the atmospheric correction factor the average temperature and air pressure along the measurement beam route must be taken Determine the temperature and pressure as follows F...

Страница 303: ...humidity into consideration calculate the atmospheric correction factor using the following formula and input the calculated ppm in instrument station data setting or EDM setting C 28 1 Recording Instrument Station Data and 33 2 EDM Settings t Air temperature C p Pressure hPa e Water vapor pressure hPa h Relative humidity E Saturated water vapor pressure e water vapor pressure can be calculated us...

Страница 304: ...ospheric correction chart 1100 1050 1000 950 900 850 800 750 700 650 20 10 0 10 20 30 40 50 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 0 500 1000 2000 1500 2500 3000 Atmospheric pressure hPa Elevation m Temperature C ...

Страница 305: ...nverting horizontal and vertical distances Horizontal distance D AC α Vertical distance Z BC α D L cosα 2θ γ sinα Z L sinα θ γ cosα θ L cosα 2R Earth curvature correcting item g K Lcosα 2R Atmospheric refraction correcting item K 0 142 or 0 2 Coefficient of refraction R 6371km Radius of earth a Altitude angle L Slope distance CChanging K Coefficient of refraction value 33 1 Configuration Config Mo...

Страница 306: ...ely to cause harmful interference in which case the user will be required to correct the interference at his own expense This transmitter must not be co located or operated in conjunction with any other antenna or transmitter This equipment complies with FCC radiation exposure limits set forth for uncontrolled equipment and meets the FCC radio frequency RF Exposure Guidelines in Supplement C to OE...

Страница 307: ...ions 1 This device may not cause harmful interference and 2 this device must accept any interference received including interference that may cause undesired operation California U S A Proposition 65 California U S A Perchlorate Material CR Lithium Battery California and NY U S A Recycling Batteries Region Country Directives Regulations Labels Declarations ...

Страница 308: ...is equipment complies with IC radiation exposure limits set forth for uncontrolled equipment and meets RSS 102 of the IC radio frequency RF Exposure rules This equipment should be installed and operated with at least 20cm and more between the radiator and person s body excluding extremeties hands wrists feet and ankles EU EMC Class B R TTE Class 2 EU R TTE Class 2 R TTE Directive CX series Hereby ...

Страница 309: ...299 39 REGULATIONS EU WEEE Directive EU EU Battery Directive Australia C Tick Republic of Korea KC ClassA Region Country Directives Regulations Labels Declarations 23316 ...

Страница 310: ...39 REGULATIONS 300 Taiwan NCC Region Country Directives Regulations Labels Declarations ...

Страница 311: ...get for Laser plummet adjustment 5mm T arget for Laser plummet adjustment 5mm T arget for Laser plummet adjustment 5mm T arget for Laser plummet adjustment 5mm T arget for Laser plummet adjustment 5mm T arget for Laser plummet adjustment 5mm ...

Страница 312: ......

Страница 313: ...http www topcon co jp GLOBAL GATEWAY http global topcon com Please see the attached address list or the following website for contact addresses ...

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