GeoMax ZOOM 10 Manual Download Page 108

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Total Station Manual

107

Figure 11.1 Traverse Diagram

Known

known point

Direction from P1 to P2

Distance between P1 and P2

Positive offset to the right

Negative offset to the left

Unknown

COGO point without offset

COGO point with negative offset

COGO point with positive offset

Steps

Key

Display

1 Select “Program”

from

the

[Main

Menu] window, then
press [PAGE] switch
to second program list
and press [F1] or
number key [7] to
enter

the

COGO

application.

[PAGE]
+
[F2]
or
[7]

Summary of Contents for ZOOM 10

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Page 2: ... versionincludingnumber purchasing date and your suggestions to us after the purchasing of the product We will attach great importance to any piece of advice from you We will be very concerned about any detail of our products We will make great efforts to provide better quality Notice Our Company has the right to upgrade and improve the technical parameters of instruments which may not be announce...

Page 3: ...ong distance fast and precise measurements with various materials and different colors of objects such as building walls poles wires cliff wall mountain mud stakes etc For those which are hard or impossible to be reached the application of Prism features can be a good measurement tasks 4 special measurement procedure The series total station is equipped with the basic surveying function as well as...

Page 4: ...ce transportation 6 It is better to use high quality wooden foot stool to make surethe stability of measurement and improve its accuracy whensetting up the instrument 7 Only use absorbent cotton or lens paper towipe the instrument gentlyIf exposed optical device need to be cleaned 8 Use flannelette or hairbrush to clean the instrument after using Do not electrify and start up after the device got ...

Page 5: ...on telescope only Warning It s dangerous to use the Class 3R laser deviceinproperly Prevention Toavoid injury each user must carry safety prevention measures and operate the instrument within the safety scope according to standard IEC60825 1 2001 The following is the explanation of the main part of the standard Class 3R level raserproducts are used outdoors and in construction surveying with No Pr...

Page 6: ...or a Class B digital device pursuant to Part 15 of the FCC Rules These limits are designed to provide reasonable protection against harmful interference in a residential installation This equipment generates uses and can radiate radio frequency energy and if not installed and used in accordance with the instructions may cause harmful interference to radio communications However there is no guarant...

Page 7: ...on reception which can be determined by turning the equipment off and on the user is encouraged to try to correct the interference by one or more of the following measures Reorient or relocate the receiving antenna Increase the separation between the equipment and receiver Connect the equipment into an outlet on a circuit different from that to which the receiver is connected Consult the dealer or...

Page 8: ...nd aiming target 17 7 Input Mode 17 7 1 Input characters 18 7 2 Delete characters 19 8 Point Search 20 8 1 Direct search 20 8 2 Wildcard search 23 3 Q Survey 24 1 Notes in the distance measurement 24 2 EDM Setting 26 2 1 Set the mode of EDM 26 2 2 Atomosphere setting 28 2 3 Grid factor setting 31 2 4 EDM signal 33 3 Start measurement 34 3 1 Set HA 34 3 2 Set Station and instrument height 37 3 3 Me...

Page 9: ...ct the Fix Point in the Memory List 61 2 3 Input the coordinates manually 63 3 Setting the Orientation 64 3 1 Manual input orientation 64 3 2 Set orientation with coordinates 66 4 Starting the Applications 67 5 Surveying 68 5 1 Individual Point 71 5 2 Data 72 6 Stakeout 74 6 1 Set Stakeout Point 74 6 2 Polar Stakeout Mode 78 6 3 Orthogonal to StationStakeout Mode 81 6 4 Cartesian Stakeout Mode 84 ...

Page 10: ... 137 12 4 Road Stakeout 139 13 Stakeout Reference Element 143 13 1 RefLine 143 13 2 RefArc 152 6 File manage 162 1 Job 162 1 1 Select a Job 162 1 2 New a Job 163 1 3 Delete a job 164 2 Fix Pt 165 2 1 Search Fix Pt 166 2 2 Add Fix Pt 167 2 3 Edit Fix Pt 169 2 4 Delete Fix Pt 170 3 Meas Pt 171 3 1 View the measurement data 171 3 2 Delete measurement data 172 4 Code 173 4 1 Input Code 173 4 2 View Co...

Page 11: ...eckout and calibration 201 3 1 Tube level 201 3 2 Circular level 201 3 3 Telescope reticle 202 3 4 The verticality of collimation axis and horizontal axis 2C 203 3 5 Vertical plate index zero automatic compensation 203 3 6 Vertical collimation error I Angle and vertical collimation zero value setting 204 3 7 Plummet 204 3 8 Instrument additive constant K 206 3 9 The parallelism of collimation axis...

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Page 14: ...nfirm or commit editing Switch pages Hot key to enter function menu in measuring interface User defined function key 1 User defined function key 2 Ʒ Move cursor up or goto previous Move cursor down or goto next Move cursor left or goto left Move cursor right or goto right STU GHI 1 9 Entering letters A Z 0 9 Entering number or choose menu item F1 F4 Soft keys to choose screen bottom function ...

Page 15: ...he battery then set the instrument up z Operating reference 1 Centering and levelling 1 Setting up the tripod ķExtend the tripod legs toprovide a comfortable posture ĸSetting up the tripod over the marked point on the ground and center it 2 Install the instrument on a tripod ķPlace the instrument on the tripod head ĸFix the instrument on the tripod 3 Leveling instrument roughly by circular level ķ...

Page 16: ... open instrument and laser centering if it s a laser centering tool Handle another two unfixed legs and adjust their position through the observation of the optical plummet Make the three legs of the tripod fixed on the ground when the optical plummet is aligned to the station approximately Adjustthree feet screws of total station and keep the optical centering tool or laser centering aiming at th...

Page 17: ... ü ü It takes several minutes for the instrument to shut down when this symbol first appears The battery has few power now and should be replaced an recharged Notice The operating time of battery depends on environmental conditions such as ambient temperature time and times of charging and so on the battery is suggested to be prepared or charged ahead before operation to keep it safety 2 The batte...

Page 18: ...instrument including the same base of reflection prism base connector by loosening the lock knob base fixed screw with a screwdriver and anticlockwise locking button about 180 e then separate the instrument from base 6 Adjust telescope objective and aiming target Aiming method reference ķ Rotate the telescope and point it to the bright sky and focus reticule clearly by rotating eyepiece in own dir...

Page 19: ...put includes A Z _ Arrow key ĕ ė move inputing cursor PressingENTentersediting pressingENT confirms input after editing When editing distance angle temperature and pressure values that containunit format input box s text will convert into text without unit format Such as angle 29 e 32 Ą 56 ą transforms into 29 3256 Distance115 321m transforms into 115 321 When finish editing the text will automati...

Page 20: ...ss key 7 twice display letter B then press key 2 display letter V wait about half a second press key 2 four times display number 2 Then finished text 123ABV2 input A B V 2 ƻ 4 Press key ENT to finish editing cursor will move down to next input box ENT 7 2 Delete characters Delete or clear input characters Steps Key Display ƻ 1 Press key ĕ to move cursor to right side of the character that to be de...

Page 21: ...meet the search criteria then the results are ordered according to the date 8 1 Direct search By entering an actual point number for example A1 and pressing key SEARCH all points within the selected job and with the corresponding point number are found Here is an example for searching fix point in function Set STA Steps Key Display ƻ 1 Choosing Survey in application menu then choose function Set S...

Page 22: ... Soft keys introduction View Show the coordinate of selected point ƻ 3 Using arrow key ĖĘ to move cursor and select point number Press key F1 to show the coordinate details of selected point F1 ƻ 4 Press ESC or F4 back to previous screen ESC F4 Coord Input point manually ƻ 3 If required point not exists in the job user can manually input it by pressing key F2 F2 ...

Page 23: ... key F4 to save the point to the job F4 Job Choose another job s points ƻ 3 If required point not exists in the job user can choose another job s points F3 ƻ 4 Entering job list by pressing key F1 choose the particular job and press ENT or F4 to commitchoosing F1 F4 ENT ƻ 5 Entering searching point number If using input point press key F2 Zero or F3 Coord Ć1 ENT ...

Page 24: ...the point number is not fully known or to search for a batch of points Examples All points are found A All points with exactly the point number A are found A All points containing A are found for example A1 A2 1A Steps For example Steps Key Display ƻ 1 Choosing Survey in application menu then choose function Set STA Entering pressing ENT to finish input then pressing F1 to search F1 ƻ 2 In searchi...

Page 25: ...traffic lights in Reflector EDM mode without prism should be avoided The measured distances may be wrong or inaccurate When a distance measurement is triggered the EDM measures to the object which is in the beam path at that moment If e g people cars animals swaying branches etc cross the laser beam while a measurement is being taken a fraction of the laser beam is reflected and may lead to incorr...

Page 26: ...n point may not be with the crosshair sighting points coincide It is recommended that the user accurately adjust to ensure that is consistent with laser beam collimation Please refer to Ā20 10 NO Prism Rangingāin the Chapter 9 Don t use two instruments to measure the same target at the same time Red light cooperates with reflective pieces to measure distance Laster can also be used to measure dist...

Page 27: ...t Each time you press ĕ or ė the mode of measurement is switched ĕ ė ƻ 3 After finishing setting press F3 OK to return the function of Q Surveying If you want to cancel the settings press ESC to ignore the changes F3 Set the reflector type Our series total station can be set up for the red laser RL range and invisible infrared light IR range and the total station has three reflectors to be selecte...

Page 28: ...u press ĕorė the type of reflector is switched ĕ ė ƻ 3 After finished setting press F3 OK to return the function of Q Surveying If you want to cancel the settings press ESC to ignore the changes F3 Set up the Reflecting Prism Constant As a prism is selected as a reflector a prism constant should be set before any measurement If the constant is entered and set it is saved and will not be erased aft...

Page 29: ...t value 99mm 99mm Ć3 Range mark In the bottom right corner of the page as shown above this mark is the distance Range identifier where R4 represents 400m L6 stands for 600m and so on That is the maximum distance from the prism free mode range in good weather conditions visibility is not less than 30km 2 2 Atomosphere setting Refraction When measuring horizontal distance and elevation our instrumen...

Page 30: ...of refraction Each time you press ĕ or ė the value of refraction is switched Ę ĕė ƻ 3 After finished setting press F4 OK to save settins and back to previous menu If you want to cancel the settings press ESC to ignore the changes F4 Atmospheric Correction When measuring distance the measured value will be influenced by the atmosphere In order to reduce the influence a atmospheric correction parame...

Page 31: ...zero Steps Key Display ƻ 1 After entering to the interface of EDM Setting Press F1 Atoms to enter the interface of Atomspheric Data F1 ƻ 2 Interface displays the current settings Ę ƻ 3 Input the value of temperature example Enter 26 ć and press the key of ENT The cursor moves to the setting item of Press ENT ƻ 4 Input the value of atmospheric pressure example Enter 1020 hPa and press the key of EN...

Page 32: ...an set the value of PPM to 0 Ć4 If instrument supports temperature pressure sensor you can press F2 to receive the values of air pressure temperature and calculate the correction valueautomatically 2 3 Grid factor setting When calculating the coordinates the horizontal distance measured must multiply by the scale factor Computation formula 1 Altitude factor R R ELEV R The average radius of earth E...

Page 33: ...erface of EDM Setting press the key of F4 to enter the second page of soft key then press te key of F1 Grid to set the Grid Scale F4 F1 ƻ 2 Interface displays the current setting Enter the values of Scale and Altitude then press the key of ENT Program calculates the Grid Scale and displays it in the interface If you want to set all enter area to 0 you can set the key of F1 Reset ENT ƻ 3 After fini...

Page 34: ...racy Steps Key Display ƻ 1 After entering to the interface of EDM Setting press the key of F4 to enter the second page of soft key then press te key of F2 Signal to enter the function of Signal intensity F4 F2 ƻ 2 Using the bar chart and value of number to show the intensity of signal received by total station in the screen As shown in the picture on the right ƻ 3 Press F1 or ESC to back to the me...

Page 35: ...nly used such as angle measurement distance measurement and coordinate measurement As shown below 3 1 Set HA You can set the horizontal angle as 0 or set it as wanted angle Set horizontal angle to 0 Steps Key Display ƻ 1 Aim at the target which used to orient Press F4 twice to enter third pages soft key F4 F4 ...

Page 36: ...you want to cancel the operation please press F1 No F4 or F1 Set HA Steps Key Display ƻ 1 Aim at the target which used to orient Press F4 twice to enter third pages soft key F4 F4 ƻ 2 Press F3 SetHA to enter the interface of SetHA Screen displays the current value of HA A If want the current value of HA as the orientation angle press F4 OK or press F3 F4 A OK ...

Page 37: ...s ENT then press F4 OK Example enter 121 2030 121e20Ą30ą C If want to set HA to 0 press F1 Zero and the value in the edit text of HA becomes 0 e 00 Ą 00 ą Then press the key of F4 OK F4 F1 F4 B Input angle C Zero ƻ 3 Back to the function of Q Survey the value of HA just set displays in the interface Here take an example of setting HA to zero F4 F1 ...

Page 38: ...nd the instrument height conveniently in the Q Survey Steps Key Display ƻ 1 Aim at the target which used to orient Press F4 twice to enter third pages soft key F4 F4 F2 ƻ 2 Press F1 Station to enter the interface of Enter STA Enter the name of station the instrument height and coordinates After entering each item move the cursor to the next edit text F1 ƻ 3 After finished entering press F4 OK to s...

Page 39: ...ursor to the next edit text after entering each item You can enter Code when necessary ENT ENT ƻ 2 Aim at the center of prism press F1 ALL or F2 DIST F3 REC to start to measure and record the measurement data The measurement data including angle data distance data and coordinatedata You can press PAGE to view F1 or F2 F3 ƻ 3 After finishing measuring a point program makes the number of point add 1...

Page 40: ...asurement and record the data of code and measurement at the same time If the name of code already exists in the code library it will extract the information of code in the code library to record at the same time Steps Key Display ƻ 1 Move the cursor to the line of Code Ę ƻ 2 Enter code and press ENT to make sure The entered code here will not be added to the code library Input code ENT ƻ 3 Press ...

Page 41: ...he editable information of other contents Info8 Other information The introduction of soft key Find Use the name of code or wildcard to find the needed code New New a piece of editable information of code and use it REC Record the current code data to the job and the code data not with any measurement point binding at this time OK Select the current code and use it Using the soft key of Code can s...

Page 42: ...n open Function menu to select the function you want to use you can also define the function which on the Function menu to the key of USER1 or USER2 then press the key of USER1 or USER2 to use these functions 1 Level When the compensator is on Compensator can compensate to the tilt caused by the instrument is not level Manually level the instrument with the tribrach screws to make the compensation...

Page 43: ...asure the Offset values of the target point p2 and measurement point p1 along the line of station point and measurement point the Offset values are Trav OFS LengthOFS and HeighOFS Combining the information of measuring point p1 can calculate the distance of station point p0 to target point p2 can also calculate the angel and coordinate When the measurement point is set on the left of target point ...

Page 44: ...ion of measurement point 2 2 Cylinder Offset As for the not intervisible cylinders you can measure the angles of station point with cylinder in Hz Left and Hz Right and the shortest distance of station point to cylinder firstly Then calculate the coordinate of cylinder center and radius of cylinder through the geometric relationships The shortest distance between station point and cylinder is in t...

Page 45: ...r press F1 to make sure the angel of Hz Left turn the instrument to aim at the right edge of cylinder and press F2 to make sure the angle of Hz Right F1 F2 ƻ 4 Turn the instrument to make Ƹ Hz 0 if use the prism please input the thickness of prism in the edit text of PrismOFS if don t use the prism the default value is 0 in the edit of PrismOFS then press F3 to measure the shortest distance of the...

Page 46: ...formation of station point and measurement point and the angle offset of station to target point thus can calculate the coordinate of target point Set the measurement point P in the place where is as far as possible to close the left or right of target point C and make the distance between measurement point P and station point A and the distance between station point A and target point C are appro...

Page 47: ...fset F3 ƻ 3 Aim at the measurement point and press F1 to measure distance F1 ƻ 4 Aim at the target point and press F4 to make sure the direction of target point next enter the program that displaying the result of angle measurement F4 ƻ 5 Display the result of angle Offset ...

Page 48: ...T Transfer as follows Using the measurement data of target point the fixpoints fix measurement points and so on to calculate the height of current station point and set the height of station again You can receive the coordinate of target point by calling the points in the file or through the keyboard to input you can observe 5 fixpoints height at most and to calculate The principle of Height Trans...

Page 49: ...nter the function of Height Transfer measurement F4 or 4 ƻ 2 Press F4 twice and display the third page of soft keys press F2 IH to enter the function of setting instrument height inputing the current instrument height and press F4 to back to the function of Height Transfer interface F4 F4 F2 F4 ...

Page 50: ...of soft key and press F2 List In the dialog of Find Pt by pressing or to select the fixpoints to call F4 F2 F4 A List B Input the name of point and press F1 View to view the point whether exists in the file or not If exists you can call it otherwise you need to input or measure the coordinate of the point F1 View F4 OK B Search point C Press F3 Coord and input a point name which not exists in the ...

Page 51: ...he display of result information Press F1 Add PT to add a new point and to start a new measurement Press F3 Back to back to measure the current point again Press F4 OK to enter the interface of Set STA HO PAGE ƻ 6 Pressing F1 to back to the interface of Height Transfer Result Press F2 to set the height of staton to the old value Press F4 to set the height of station to the new value which calculat...

Page 52: ... in the measuring rod and using mathematical methods to calculate the coordinate of hidden point on the other side of the measuring rod Steps Key Display ƻ 1 In the program of Q Survey press FNC to enter the menu of Function then pressing PAGE to open the second page of Function and then pressing F1 to enter the function of hidden point measurement F1 ƻ 2 In the interface of measuring the first pr...

Page 53: ...cond prism F1 or F2 F3 ƻ 5 Aim at the second prism and press F1 to finish the second prism s measurement Start to calculate the information of hidden point now If the error is beyond the set value enter the stepƻ 6 of giving a prompt of error otherwise enter stepƻ 7 to display the result of hidden point measurement F1 or F2 F3 ƻ 6 A prompt of error Press F1 to enter the step ƻ 7 to display the res...

Page 54: ...Please refer to Ā3 Q SurveyāėĀ3 Start MeasurementāėĀ3 4 Codeā 7 Laser Pointer Open or close the laser fastly 8 Light Turn on or off the light of instrument screen fastly Open the second page of Function Menu and press F4 to turn on or off the Light 9 Unit Setting Set the common Unit fastly ...

Page 55: ...After finishing setting the units in the interface of Unit Setting press F4 OK to save the settings press F1 Reset to restore all units to factory default 10 Main Setting Open the settings about instrument s hardware the specific items as follows As for the setting of specific items please refer to General Setting ...

Page 56: ...Total Station Manual 55 11 EDM Tracking Open or close the mode of EDM Tracking fastly Open the thied page of Function Menu press F3 to open or close the mode of EDM tracking ...

Page 57: ...nu successively Setting has been done Setting has not been done The details of every setting are as follows 1 Setting the Job The measured data and fix data are saved in the jobs which are shown as childdirectories The job contains different types of data such as fix points measured points station points codes etc The datas in the job can be read edited and deleted 1 1 Create a new Job Steps Key D...

Page 58: ...an select the disk through Up or Down key Then press F4 OK to confirm A Local Disk B SD Card ƻ 4 Continue to show New Job screen Input the new job s name operator etc Press ENT to finish one input item and thecursor moves to the next input itemautomaticallyat the same time Ć Input job s data ENT ƻ 5 Press F4 OK to complete setting a new job after finishing all the inputs This job will be set as th...

Page 59: ...t it as the current job Steps Key Display ƻ 1 Press F1 in the Pre Settings screen Then enter the Set Job function F1 ƻ 2 Press F1 List to enter Job list screen F1 ƻ 3 All the existing jobs including that stored on SD Card and will be shown as a list The current job is marked with a Select the target job through Up and Down key and then press F4 OK to confirm the selection The selected job is set a...

Page 60: ...mage All measureddatas are stored in the current job If start the application without setting the job press ALL key or press REC key in the Q Surveying screen the instrument system will create a job which named DEFAULT automatically 2 Setting the Station Every target coordinate s calculation is related to the position of the station The station coordinate can be input manually or selected from the...

Page 61: ...h exists in the job and then press ENT Ć1 Input point name ENT ƻ 3 Press F1 Find A If the input name exists in the current job there will show the screenas shown on the right figure The multiple points with the same name will be sorted by type B If the input name doesn t exist in the current job the program prompts the message Pt not found Then enter the Find Pt screen There can also select point ...

Page 62: ...r input instrument height screen Input the instrument height and press ENT to confirm Then press F4 OK to save and set the station informations Press ESC then back to previous screen Continue to set the coordinates of station Input instru ment height ENT F4 ƻ 5 Back to Pre Settings screen The setting items that have been made are marked with Ć1 The details of Find Pt can be found in the chapter Fi...

Page 63: ...ƻ 3 Show the point list all the fix points and measured points of the current job ƻ 4 Select the needed point through Up and Down key View Show the informations of this point Coord Input the coordinate datas manually Job Select datas from another job Ė Ę View Coord Job ...

Page 64: ... Input the coordinates manually Steps 1 Press Coord enter input coordinate screen 2 Input the point name and coordinates 3 OK Save the station coordinates And then input the instrument height Steps Key Display ƻ 2 Press F3 Coord in the Set STA screen F3 ƻ 3 Input the point name and the point s coordinates After inputting one item the curser will move to next input item Input point name and coordin...

Page 65: ...t ENT F4 ƻ 6 Back to Pre Settings screen The setting items that have been made are marked with 3 Setting the Orientation The orientation can be input manually or determined from points that are either measured orselected from the memory 3 1 Manual input orientation Steps 1 Press F1 and enter manual input screen 2 Input the azimuth prism height and point name 3 Press F1 ALL to start measuring and s...

Page 66: ...le Setting to input orientation manually F1 ƻ 3 Aim B S point and then input the azimuth prism height and backsight point name Press ENT after finishing every input Input horizontal angle ENT ƻ 4 Press F1 ALL to start measuring and set the orientation REC Press this key to finish setting orientation without measurement Zero Set the azimuth as 0 F1 ...

Page 67: ...to go to set orientation with coordinates 2 Input the name of orientation point and find the point 3 Input the prism height and determine it 4 Use this point to set orientation The orientation point can be select from memory or inputted manually Steps Key Display ƻ 1 Press F2 to select Coordinate to Set orientation with coordinates F2 ƻ 2 Find select or input the backsight point coordinates and th...

Page 68: ...PAGE key to switch the display of measured values screen and backsight inspection values screen EDM Go to set EDM settings ENT F1 or F2 ǃ F3 ƻ 4 Back to Pre Settings screen The setting items that have been made are marked with 4 Starting the Applications The preset applications covers a wide range of measurement tasks That makes the daily field measurementeasier and faster The all applications can...

Page 69: ...rogram or press the Numeric key 2 to select and go to the PROGRAM MENU 3 Press PAGE to browse the application menu Press F1 F4 to select and start an application 5 Surveying Compared with the Q Suveying Surveying has different guides in setting station and set orientation Operation Must first finish seting the station and orientation Steps Key Display ...

Page 70: ...NT ƻ 3 Input the prism height and then press ENT to move the cursor to next input item If needed input the code Input prism height ENT ƻ 4 Press F1 ALL or press F2 DIST and F3 REC to start measuring and record the measured data This data contains angle distance and coordinates Press PAGE to switch the display mode of the data F1 or F2 F3 ƻ 5 After finishing measuring one point the point name autom...

Page 71: ...Total Station Manual 70 point At this time the screen remains the last measured data which can be looked over by pressing PAGE ...

Page 72: ... Measurement and Consecutive Point Measurement Steps Key Display ƻ 1 Press F4 Ę twice to display the last page of soft keys F4 ƻ 2 Press F2 IndivPt to start measuring individual point function F2 ƻ 3 Input the individual point s name and prism height and press ENT to move the cursor to next input item If needed input the code Input point name prism height and code ENT ...

Page 73: ...measuring application turn off the function of measuring individual point and then continue to display the consecutive point name 5 2 Data Data Look over the measured datas which are saved in current job Steps Key Display ƻ 1 Press F4 Ę twice to display the last page of soft keys F4 ƻ 2 Press F3 Data to start view measured point function F3 ...

Page 74: ...ogram prompts Pt not found Job Select the job where the measureddatais to be viewed Input point name wildcard ENT F4 ƻ 4 Go to View Measured Point screen Press PAGE to turn the page and look over all data field of this point Press direction key ĕ and ė to browse the last or next measured point Delete Delete this point data Search Back to the Find Point screen PAGE ĕ ė ...

Page 75: ...The coordinates may be a measured point or a manually entered fix point 5 Start staking out There are three ways to choose Polar Stakeout mode Orthogonal to StationStakeout mode Cartesian Stakeoutmode 6 1 Set Stakeout Point z Extractecoordinates from job Steps Key Display ƻ 1 After finishing setting the job setting the station and setting the orientation press F4 to startstaking out in the Pre Set...

Page 76: ...ect a point from another job and then back to Stakeout screen ƻ 4 After finishing setting stakeout point start staking out Ć1 The settings of job station and orientation have been elaborated in detailIn the previous chapters here is no longer repeat Refer tochapters Setting The Jobǃ Setting The StationǃSetting The Orientation Ć2 Unlike the other place s points list the stakeout points are ordered ...

Page 77: ... into job and continue staking out Steps Key Display ƻ 1 Press F4 Ę to view the second page of soft keys F4 ƻ 2 Press F2 Coord to go to Input Coord Screen Input point name and coordinate of the stakeout point After input one item the curser will move to next input item F2 Input point name and coordinates ENT ƻ 3 After finishing inputs press F4 OK to save the data And then back to Stakeout screen S...

Page 78: ...T to go to SO Input data screen Input the coordinates of stakeout point After input one item the curser will move to next input item F2 Input point name and coordinates ENT ƻ 3 After finishing inputs press F4 OK to save the data And then back to Stakeout screen Start to stakeout the input point The program will name this point DEFAULT automatically Ć1 Ć1 SO PT The input point won t be saved into j...

Page 79: ...of stakeout point the value is positive Ƹ Difference in horizontal distance If the measured point is farther than stakeout point the value is positive Ƹ Difference in height If the measured point is higher than stakeout point the value is positive Steps Key Display ƻ 1 Set all the points that are readied to stake out Select one stakeout point through search the point name in the job ...

Page 80: ...ween measured point and stakeout point F2 ƻ 4 Turn the instrument telescope to make the Ƹ Hz equal 0 e 00 Ą 00 ą and command the staff to move the prism at the same time Arrows Meaning ĕ Look forward from station and move the prism to the left ė Look forward from statioand move the prism to the right ƻ 5 While the Ƹ Hz equals 0 e 00 Ą 00 ą press F2 DIST to start measuring and calculate the differe...

Page 81: ...ess of staking out if using the Repeat Measurement or Tracking Measurement the calculation of the differences between measured point and stakeout point can be displayedin real time and convenient ƻ 7 It means the current prism position is effective stakeout point while both theƸHz and Ƹ are 0 Ƹ Display as dig or fill data Ę The value expresses the depth of needed to dig Ė The value expresses the h...

Page 82: ...differencesin theOrthogonal to StationStakeout Mode ƸLength Difference in longitudinal distance If the measured point is farther than stakeout point the value is positive ƸTrav Difference in perpendicular distance If the measured point is located in the right side of stakeout point the value is positive Steps Key Display ƻ 1 Press PAGE to show Orthogonal to StationStakeout Mode in page 2 3 Set the...

Page 83: ... and stakeout point The arrow s direction is the direction of the prism need to move F2 ƻ 4 Move the prism according to the direction of the arrow to make the value of Length equal 0m Arrows Meaning Ę Move the prism close to the station Ė Move the prism far away the station In the process of staking out if using the Repeat Measurement or Tracking Measurement the calculation of the differences betw...

Page 84: ...d move the prism to the left ė Look forward from statio and move the prism to the right ƻ 6 It means the current prism position is effective stakeout point while both theƸLength and ƸTrav are 0 Ƹ Z H Display as dig or fill data Ę The value expresses the depth of needed to dig Ė The value expresses the height of needed to fill ƻ 8 Now itfinishes staking out a point Repeat the previous steps to stak...

Page 85: ...cesin theCartesian Stakeout Mode ƸY E The difference in East coordinate between measured point and stakeout point ƸX N The difference in North coordinate between measured point and stakeout point Steps Key Display ƻ 1 Press PAGE to show Cartesian Stakeout Mode in page 3 3 Set the stakeout point The stakeout point can be found in the job through inputting point name in the search item PAGE ...

Page 86: ...prism along the East direction to make the value of ƸY E equal 0m Ƹ Y E is positive The stakeout point is in the right side of measured point Move the prism to right Ƹ Y E is negative The stakeout point is in the left side of measured point Move the prism to left ƻ 5 Move the prism along the North direction to make the value of ƸX N equal 0m Ƹ X N is positive The stakeout point is farther than the...

Page 87: ...e displayedin real time and convenient ƻ 6 It means the current prism position is effective stakeout point while both theƸY E and ƸX N are 0 Ƹ Z H Display as dig or fill data Ƹ Z H is positive The value expresses the depth of needed to dig ƸZ H is negative The value expresses the height of needed to fill ƻ 8 Now itfinishes staking out a point Repeat the previous steps to stake out next point ...

Page 88: ...s Key Display ƻ 1 Press F4 Ę twice to view the second page soft keys F4 ƻ 2 Press F1 Polar to show the dialog as shown in figure F1 ƻ 3 Input the stakeout point s name azimuth and horizontal distance Press ENT to confirm every input and move the cursor to next input item Press F4 OK to go to Polar Stakeout screen after finishing all inputs Ć1 Input point name azimuth and horizontal distance ENT F4...

Page 89: ...the left side of measured point Move the prism to left Ƹ Hz is negative The stakeout point is in the right side of measured point Move the prism to right ƻ 6 Set and aim at the prism in the direction of Ƹ Hz 0 00 00 Press F2 DIST to start measuring and calculate the differences between measured point and stakeout point Ƹ is positive The stakeout point is is closer to the station Move the prism clo...

Page 90: ... using the Repeat Measurement or Tracking Measurement the calculation of the differences between measurement point and stakeout point can be displayedin real time and convenient ƻ 8 Now itfinishes staking out a point Repeat the previous steps ƻ 2 ƻ 7 to stake out next point Ć1 The inputs of polar coordinate data won t be saved to job ...

Page 91: ...ermine the station It should be used at least 2 known points by distance measurement or at least 3 known points by angle measurement Steps Key Display ƻ 1 Select Program from the Main Menu window press F3 or number key 3 to enter the Resection application F3 ƻ 2 Press F1 in the Resection window to set the job F1 ƻ 3 In Set Job window press F1 List to select a job in memory or press F2 New to new a...

Page 92: ...ut error limits F4 ƻ 6 Press F4 in Resection window to start resection measurement It should be input the station name and the instrument high Then press F4 OK go to next step F4 Input name and IH ENT F4 ƻ 7 Set the first known point and input prism highǄ Ć 1 The title bar will display the number of known points in the current setting ƻ 8 Turn the instrument telescope aimed at first point and pres...

Page 93: ...10 If the measured known points are enough Result will display on the screen then press F3 Result to enter the Station Coordinate to view station result Press F1 Back back to a new known point measurement Press F2 errors to display standard deviation Press F4 OK to set the station coordinate and instrument height Press F3 Result to enter the Station Coordinate to view result Display standard devia...

Page 94: ...Total Station Manual 93 Ć1 The known points can be called from the memory through the Find List or manually entered used Coord ...

Page 95: ...e between two different methods Ь Polygonal P1 P2 P2 P3 P3 P4 Ь Radial P1 P2 P1 P3 P1 P4 Start Tie Distance application through Main Menu ė Program ė Tie Distance 8 1 Polygonal N P0 P1 P2 P3 P4 P5 α1 α2 α3 α4 While Polygonal tie distance measuring continuous points the new tie distance s first point will usethethe previous one tie distance s second point P1 P2 ǃ P2 P3 ǃ P3 P4ĂĂ Steps Key Display ƻ...

Page 96: ...s F4 in the Pre Setting menu to go to Select Tie Distance Mode screen F4 ƻ 3 Press F1 to select the Polygonal tie distance F1 ƻ 4 Start to measure the first target point Aim at the first target point and press F1 ALL or F2 DIST F3 REC to finishing measurement Ć1 PAGE1 Press F1 or F2 F3 ...

Page 97: ... F2 F3 ƻ 6 Show the result of polygonal tie distance NewPt1 Start a new polygonal tie distance NewPt2 This polygonal tie distance s second point will be the new polygonal tie distance s first point and then go to ƻ 5 to measure the new second target point Radia Radial Go to Radial tie distance Ć1 The target points can be measured selected from the memory or input using the keypad ...

Page 98: ... first point continues usingthethe previous tie distance s first point P1 P2ǃP1 P3ǃ P1 P4ĂĂ Steps Key Display ƻ 1 Press F4 in the Program Menu to go to Tie Distance application F4 ƻ 2 After finishing setting job station and orientation press F4 in the Pre Setting menu to go to Select Tie Distance Mode screen F4 ...

Page 99: ...the first target point Aim at the first target point and press F1 ALL or F2 DIST F3 REC to finishing measurement Ć1 PAGE1 Press F1 or F2 F3 ƻ 5 Start to measure the first target point Aim at the first target point and press F1 ALL or F2 DIST F3 REC to finishing measurement Ć1 PAGE1 Press F1 or F2 F3 ...

Page 100: ...ance NewPt2 This Radial tie distance s first point continues to be the new polygonal tie distance s first point and then go to ƻ 5 to measure the new second target point Polygonal Radial Go to Polygonal tie distance Ć1 The target points can be measured selected from the memory or input using the keypad ...

Page 101: ...y performed The calculate area is projected onto the horizontal plane 2D Figure 9 1 Area Diagram P0 Instrument Point P1 Start Target Point P1 P5 Target Point a Perimeter polygonal length from start point to the current measure point S Calculated area always closed to the start point P1 projected onto the horizontal plane Steps Key Display ƻ 1 Select Program from the Main Menu window then press PAG...

Page 102: ...ALL or F1 DIST F2 REC to measuring and saving the target point for area calculation Input point name and prism height F1 or F1 F2 A Get the target point by measure B Press F4 twice then press F1 List in Area screen use the key to select the point in the point list for traverse calculation then press F4 OK to be selected F4 F4 F1 List F4 OK B Select the point by list in the memery C Input the name ...

Page 103: ...that not exist in memory F2 Coord Input Coord F4 OK D Input the point through keyboard ƻ 4 Set other target point as described above four ways The area result will be calculated and showed at Area field automatically when there are more than 3 target points be set in application ƻ 5 Press F4 twice then press F3 Dec PT to undo selection or measurement of the previous point F4 F4 F3 Dec PT ...

Page 104: ...cation and continue operation Press ESC to exit the Area application ĆIn all of the above operation press ESC to return to the previous screen 10 Remote Height Remote Height is an application used to measure the height to the target such aselectriccable bridge etc where can t be set prism Prism High Known If the high of prism is known the calculation formula of the remote height is H S cosα1 tanα2...

Page 105: ...s at the beginning of chapter 5 press F4 to enter the Base Pt window to start Remote Height app F4 ƻ 3 Move the prism just standing below the remote point then aim at the prism after input the prism high and press F1 ALL or F2 F3 DIST REC to finish the base point measuring Then enter the REM PT window F1 or F2 F3 ƻ 4 Turn the instrument telescope aimed at remote point and press F4 to finish curren...

Page 106: ...t point remote point α3 Vertical angle to base point Steps Key Display ƻ 1 Select Program from the Main Menu window then press PAGE switch to second program list and press F2 or number key 6 to enter the Area application PAGE F2 or 6 ƻ 2 After finishing the pre settings know more details at the beginning of chapter 5 press F4 to enter the Base Pt window to start Remote Height app F4 ƻ 3 In Base Pt...

Page 107: ... remote point and press F4 to finish current remote point measuring Press F1 to re set the base point F4 11 COGO COGO Coordinate Geometry is an application used to perform coordinate geometry calculations by the preset conditions such as coordinates of points bearings between points and distance between points The COGO calculation methods include Inverse and Traverse Intersections Offset Extension...

Page 108: ...ve offset to the right d2 Negative offset to the left Unknown P1 COGO point without offset P2 COGO point with negative offset P3 COGO point with positive offset Steps Key Display ƻ 1 Select Program from the Main Menu window then press PAGE switch to second program list and press F1 or number key 7 to enter the COGO application PAGE F2 or 7 ...

Page 109: ...mber key 1 enter the Traverse Inverse screen press F2 or 2 enter the traverse subapplication F1 or 1 F2 or 2 ƻ 4 There are four ways to get the known point for traverse calculation A Input the name of known point in Pt field in Traverse screen and press F1 Meas entry the COGO Meas Input prism height in Input point name F1 Meas F1 ALL or F2 DIST F3 REC A Get the known point by COGO Meas ...

Page 110: ...press F4 OK to be selected F1 List F4 OK B Select the point by list in the memery C Input the name of known point and press F3 Find to find whether the point is in memory if exist then press F4 OK to be selected for calculating if not exist then need to input or measure the point Input name F3 Find F4 OK C Input the name of the point and find whether it is in memory D Press F2 Coord to input a kno...

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