Total Station Manual 5 ƻ After setting known point, press [▲]\[▼] [▼]\[▲] key to move + focus to the “AZ”, Input ” and “ content “Transverse” field, + input the content, then [F2] press [F2](Result) to calculate and show the traverse result. 6 ƻ Input the name of result point in the [F4](REC) [Traverse Result] and press [F4](REC) to save the point. Ć In all of the above operation, press [ESC] to return to the previous screen. Ć The result point is plane data. 11.
Total Station Manual Unknown a S d1 d2 Direction from P0 to P1 Slope distance between P0 and P1 Horizontal distance between P0 and P1 Height difference between P0 and P1 Steps 1 In ƻ key Display the [Traverse [F1] & Inverse] screen, or press [F1] or [1] to [1] enter the Inverse subapplication. 2 ƻ There are four ways to get known point the Input point for name inverse calculation. +[F1](Meas. ) A: Input the name of A: Get the known point by COGO-Meas known point in“Pt.
Total Station Manual [Traverse] screen, + use the key [▲]\[▼] [F4](OK) instrument. to select a Known point in the point list for inverse calculation, then press [F4](OK) to be done. 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. C: Input the name of the point and find whether it is in memory.
Total Station Manual point and show the result. 4 ƻ Input the name of result point in the [Traverse Result] and [F4](REC) press [F4](REC) to save the point. Ć In all of the above operation, press [ESC] to return to the previousmenu. Ć The result point is plane data. 11.3 Bearing-Bearing Intersection Use the bearing-bearing (BRG-BRG) subapplication to calculate the intersection point of two lines. A line is defined by a point and a direction. Figure 11.
Total Station Manual Steps key Display [F2] 1 In [COGO Menu] or ƻ [2] screen, press the [F2] or number key [2] to enter the [Intersection] screen. Then press [F1] or [1] to enter the [F1] BRG-BRG or subapplication. [1] 2 ƻ Input the name of first point in “PT1” field. Ć There are four ways Input to get the known name of point for first point BRG-BRG calculation. Please refer to the step ĸ in the “COGO Traverse”.
Total Station Manual 4 ƻ Move the focus to [▼] + “PT2” by using [▼] to Set second setting second point. point 5 ƻ Move the focus to [▼] + “AZ2” by using [▼] Input and input the second second bearing after set second bearing point. 6 ƻ When all of the data are entered correctly, press [F2](Result) to calculate the intersection point and [F2] show the result. Input the name of result point in the [BRG-BRG Result] and press [F4](REC) to save the point.
Total Station Manual Figure 11.4 BRG-DST Diagram Known P0 P1 a1 r Unknown P2 P3 First known point Second known point Direction from P0 to P2 or P3 Radius, as the distance from P1 to P2 or P3 First COGO point Second COGO point Steps key Display 1 In the [Intersection] ƻ [F2] screen, press [F2] or or [2] to enter the [2] BRG-DST subapplication. 2 Input ƻ the name of first point in “PT1” Input field.
Total Station Manual calculation. Please refer to the step 2 in ƻ the “COGO Traverse”. 3 Move ƻ the focus to [▼] + “AZ1” by using [▼] Input and input the bearing bearing after set first point. 4 Move ƻ the focus to [▼] + “PT2” by using [▼] to Set second setting second point. point 5 ƻ Move the focus to 6 ƻ When all of the [▼] + “HD2” by using [▼] Input and input the radius radius after set second point.
Total Station Manual Result] and press [F4](REC) to save the point. Press [F1] to switch to view results. Ć In all of the above operation, press [ESC] to return to the previousmenu. Ć The result point is plane data. 11.5 Distance-Distance Intersection Use the distance-distance (DST-DST) subapplication to calculate the intersection point of two circles. The circles are defined by the known point as the center point and the distance from the known point to the COGO point as the radius.
Total Station Manual Steps key Display 1 In the [Intersection] ƻ [F3] screen, press [F3] or or [3] to enter the [3] DST-DST subapplication. 2 Input ƻ the name of first point in “PT1” field. Ć There are four ways Set first to get the known point point for DST-DST calculation. Please refer to the step 2 in ƻ the “COGO Traverse”. 3 Move ƻ the focus to [▼] “HD1” by using [▼] + key and input the first Input first radius after set first radius point.
Total Station Manual 5 Move ƻ the focus to [▼] + “HD2” by using [▼] Input and input the second second radius after set second radius point. 6 ƻ When all of the data are entered correctly, press [F2](Result) to calculate the intersection point and show the results. [F2] Input the name of result point in the [DST-DST Result] and press [F4](REC) to save the point. Press [F1] to switch to view results. Ć In all of the above operation, press [ESC] to return to the previousmenu.
Total Station Manual 11.6 Line-Line Intersection Use the line-line (LNLN) subapplication to calculate the intersection point of to lines. A line is defined by two points. Figure 11.6 LNLN Diagram Known P1 P2 P3 P4 L1 L2 Unknown P5 First known point Second known point Third known point Fourth known point Line from P1 to P2 Line from P3 to P4 COGO point Steps key Display 1 In the [Intersection] ƻ [F4] screen, press [F4] or or [4] to enter the LNLN [4] subapplication.
Total Station Manual 2 Set the known point ƻ one by one. Ć There are four ways Set the to get the known known point for LNLN points calculation. Please refer to the step 2 in ƻ the “COGO Traverse”. 3 ƻ When all of the points are set correctly, press [F2](Result) to calculate the intersection point and show the results. [F2] Input the name of result point in the [LNLN Result] and press [F4](REC) to save the point. Ć In all of the above operation, press [ESC] to return to the previousmenu.
Total Station Manual 11.7 Distance-Offset Use the distance-offset (DistOff) subapplication to calculate the foot point (COGO point) coordinates of offset point to baseline, the baseline is defined by two known points, and the longitudinal and offset distance of the offset point in relation to the line. Figure 11.
Total Station Manual [F1] or [1] 2 ƻ Set the start point, end point and offset point one by one. the Ć There are four ways Set to get the known known point for DistOff points calculation. Please refer to the step 2 in ƻ the “COGO Traverse”. 3 ƻ When all of the points are set correctly, press [F2](Result) to calculate the intersection point and [F2] show the results. + Input the name of result point in the [DistOff Result] and press [F4](REC) to save the point.
Total Station Manual point in relation to a line from known longitudinal and offset distance. Figure 11.8 Set Point Diagram Known P1 Start Point P2 End Point d1 ƸLine ƸOffset d2 Unknown P3 COGO point Steps 1 ƻ In the [Offsets] 2 ƻ Set the start point key Display [F2] screen, press [F2] or or [2] to enter the Set [2] Point subapplication. and end point. Set known Ć There are four ways points to get the known point for Set Point calculation.
Total Station Manual refer to the step 2 in ƻ the “COGO Traverse”. 3 ƻ Then baseline is [▼] defined, press [▼] key + to move the focus Input down and input the distance longitudinal and offset distance. 4 ƻ When all of the data are set correctly, press [F2](Result) to calculate the intersection point and show the results. [F2] Input the name of result point in the [SetPT Result] and press [F4](REC) to save the point. Ć In all of the above operation, press [ESC] to return to the previousmenu.
Total Station Manual 11.9 Extension Use the Extension subapplication to calculate the coordinate of extended point from a known baseline. Figure 11.9 Extension Diagram Known P1 Baseline Start Point P2 Baseline End Point L1, L2 Extension Distance Unknown P2, P4 Extended COGO Point Steps Key 1 ƻ In the [COGO [F4] Menu] screen, press the or [F4] or number key [4] [4] enter the [Extension] screen. 2 ƻ Set the baseline start point and end point.
Total Station Manual to the step 2 in ƻ the “COGO Traverse”. 3 ƻ Then baseline is defined, press [▼] key [▼] to move the focus + down and use [◄]\[►] [◄]\[►] Key to select base point. 4 ƻ Then press [▼] 5 ƻ When all of the [▼] key to move the focus + down and input the Input extension distance in distance the “HD” field. data are set correctly, press [F2](Result) to calculate the intersection point and show the results.
Total Station Manual 12. Road Using this program, user can simplely define a straight line, circular curve or transition curve as reference, to do surveying or staking out. Setting job, setting station and setting backsight must be done before road define and staking out. 12.1 Road Manage User can create some different roads. The data between different roads is individual. Steps 1 Pressing ƻ Key Display key [F4] enter road function menu.
Total Station Manual 3 ƻ Program shows roads list in memory, and current used road. [Delete]: Delete selected road. Ć1 [New]: Create new roadDŽ [Close]: Close current used road. [Open]: Open selected road to use. 4 ƻ Use arrow key up and down to select the road, then [F2] press key [F4] to open it. Selected road is open as current road. Ć1: Cuurent used road cannot be delete directly, it needs to be close first. 12.
Total Station Manual Straight line includes azimuth and distance, and the distance should nobe negative. ¾ Circular curve Curcular curve includes radius and arc length. The rules of radius definition: DŽ Along the arc direction, radius is positive if arc is clockwise; radius is negative if arc is anti-clockwise. Arc length should not be negative. ¾ Transition curve Transition curve includes the minimum radius and arc length. The rules of radius are same to curcular curve radius.
Total Station Manual 3 ƻ Progam shows current road’s hroziton curve data. [F3] Pressing key [F3](Add) enter editing. 4 If haven’t input start poin, ƻ it will enter start point [F1]~[F3 definition window, no ] matter what element you choosed. 5 ƻ Input start point chain number and data. [ENT] Pressing key [F4] return [F4] previous window when input finished. 6 Pressing ƻ N, E 0.000 m 0.000 m E: 0.000 m OK key [F4] enter [F1] straight line definition [ENT] window.
Total Station Manual 8 Pressing ƻ F3 enter editing [F3] transition curve window. [ENT] Pressing key [F4] return [F4] previous window when input finished. 9 When finished all elements ƻ input, pressing [ESC] return back to horizontal curve list [ESC] window. In list, display type + start chain number for every element. 10 Pressing ƻ [View] can see detail of selected element. Pressing [PREV], [NEXT] can [F4] see through elements data of current road. Pressing [Edit] can edit data of selected element.
Total Station Manual 13 Pressing ƻ [Save] will save road data and return back to [F1] road menu.DŽ Pressing [ESC] will also save road data. Ć1: Cannot delete start point. z Using intersection method define horizontal curve. The intersection point includes coordinate, radius, parameter A1 and A2 of transition curve. The radius and A1, A2 should not be negative. If radius not being zero, it will insert an arc with input radius between current point and next point.
Total Station Manual 2 ƻ Pressing key [F2] enter [F2] horziontal curve list. 3 ƻ Progam shows current road’s hroziton curve data. [F3] Pressing key [F3](Add) enter editing. 4 ƻ Press [F4] to entering intersection point.If haven’t [F4] input start poin, it will enter start point definition window. 5 ƻ Input start point chain [ENT] number and N, E data. Pressing key [F4] entering [F4] intersection point input window after input finished. Chain: N: 0.000 m 0.000 m E: 0.
Total Station Manual 7 ƻ When finished all points input, pressing [ESC] return [ESC] back to horizontal curve list window. In list, display type + N value for every point. 8 ƻ Pressing [View] can see detail of selected point. Pressing [PREV], [NEXT] can [F4] see through points data of current road. Pressing [Edit] can edit data of selected point. N: E: Radius: A1: A2: 9 ƻ Chain : Azimuth : Edit Pressing [Add] can add more horizontal curve data in road. [F3] 4524.897 m 3457.345 m 450.000 m 230.
Total Station Manual Ć 1: When input A1, A2 according to curve length L1, L2, use follow formula to calculate A1, A2: A1 L1 R A2 L2 R Ć2: Cannot delete start point. 12.3 Vertical curve definition Vertical curve consist of a set of intersection points. Intersection point includes chain number, elevation and curve length. The curve length of start point and last point must be zero.
Total Station Manual 2 ƻ Pressing key [F3] enter [F3] vertical curve list. 3 ƻ Progam shows current road’s vertical curve data. [F3] Pressing key [F3](Add) enter editing. 4 ƻ If haven’t input start poin, it will enter start point [ENT] definition window. Input start point’s chain [F4] number, elevation and length. Pressing [F4] go to next one input. 0.000 m 1.000 m 300.000 m OK 5 Pressing [ESC] return back ƻ to vertical curve list after [ESC] input.
Total Station Manual 7 ƻ Pressing [Add] can add more vertical curve data in road. [F3] OK Pressing [Delete] will delete [F2] selected element. Ć1 9 ƻ Pressing [Save] will save road data and return back to road menu.DŽ Pressing [ESC] will also save road data. [F1] Ć1: Cannot delete start point. 12.4 Road Stakeout User can do road stakeout according to specific chain number and offset. Before doing stakingout, user must define horizontal curve.
Total Station Manual In doing stakeout, center pile should be done first, then left and right pile. Like point stakeout, there are three methods to do stakeout: Method Definition Display ƸHz Direction difference: Positve if measuring point being right side of target point. Ƹ Polar staketou Horizontal difference: distance Positive if measuring point far away target point.
Total Station Manual point. ƸLength Longitudinal distance: Positive if measuring point far away target point. Orthogonal to station ƸTrav stakeout Perpendicular distance: Positve if measuring point being right side of target point. Cartesian stakeout ƸY/E Difference of coordinates. ƸX/N Difference of coordinates. easting northing User can use [PAGE] key to switch method between these 3 methods. Doing stakeout can refer to Point stakeout.
Total Station Manual 2 Pressing ƻ [F4] enter road [F4] stakeout. 3 Input road parameters and ƻ press [F4] entering chain parameters editing window. 4 Input chain parameters and ƻ [F4] [F4] press [F4] to next window. 5 ƻ Program shows chain’s paramters that user has input. Press [ ĕ ][ ė ] to left or right pile. [F4] Press [ Ę ][ Ė ] to increase or decrease chain number. Press [Edit] parameters.
Total Station Manual 6 Press ƻ [CALC] to see the result point coordinate.If need [F3] to calculate other chain point, press [ESC] to return. 7 Press ƻ [REC] to save the point coordinate data. User can edit the point’s number. 8 Press [Stakeout] to do the ƻ [F3] [F4] point’s stakeout. Note: If has saved road data, next time user can directly go to the road program without inputting road data again. 13.
Total Station Manual refline direction as refered elevation point. Refline schematic diagram: P4 P2 L2 L1 P3 p h1 P0 L1 P1 P2 d1 r+ p d3 d4 z P1 Known Baseline First point Second point Offset Rotate Unknown Measure point Length trav.
Total Station Manual >3URJUDP@ ) 5HIHUHQFH (OHPHQW 1 ƻ Press [F1] or [F1] or numeric key [9] in main [9] menu, then set Job, B.S and enter [Reference Line/ARC] menu, press [F1] or numeric key [1] [F1] to enter RefLine or function. [1] ) >5HIHUHQFH /LQH $5&@ ) 5HI/LQH ) 5HI$UF ) ) A: Get the target point by measure.
Total Station Manual check if this point exists, + if not exist, then should [F1] firstly input or measure + this point's coordinate. [F4] D: Select the point by list in the instrument. D: Press [F2](List) , in [Find Pt.] dialog, search [F2] the known points in job + through [▲]\[▼] and [F4] press [F4](OK) to select. E: Input the point through keyboard. E: Press [F3](Coord.
Total Station Manual 4 ƻ >5HIHUHQFH /LQH 0DLQ@ After baseline [▲]\[▼] definition, enter + [Reference Line-Main] Input interface, select settings parameter through [▲]\[▼] , input translation and rotation parameters. Press [F4]( Ę ) to enter [F4] [Reference Line-Main] + page, press [◄]\[►] to [◄]\[►] choose Ref.Hgt, after set up.
Total Station Manual z Stakeout Grid Steps Key Display >5HIHUHQFH /LQH 0DLQ@ 1 ƻ In the interface of [Reference Line-Main], [F1] press [F1] (Gird) to enter the [Grid Definition] . /HQJWK ˖ P (QWHU YDOXHV WR VKLIW OLQH 2IIVHW ˖ P /LQH ˖ P +HLJKW ˖ P 5RWDWH ˖ e Ą ą ٿ㖞⁑ᔿ *ULG 1HZ%/ In the [Grid ĸ Definition] interface, use [Ʒ] \ [ͩ] to select input box, use keyboard to enter start chainage of [Ʒ]\[ͩ]
Total Station Manual ķ In interface of [Reference Line-Main] , press [F2] (Meas.) to [F2] enter [Measure Line&Offset] interface.
Total Station Manual point. D: Press [F2] (List) in [Find Pt.] screen, use the key [ Ʒ ]\[ ͩ ] to select a [F2] known point in the point + list for traverse [F4] calculation, then press [F4](OK) to be selected. D: Select the point by list in the instrument. E: Input the point through keyboard. [F3] + E: Press [F3](Coord.) to Input point input a known point that name not exist in memory. coordinate+ [F4] In above operation, press [ESC] to return to previous menu.
Total Station Manual Ĺ In [Orthg. Stakeout] interface, measure and save current measuring point through [F1](ALL) [F1] or or [F2]+[F3](DIST+REC), [F2]+[F3] and it will return to [Orthogonal Stakeout] screen. In above operation, press [ESC] to return to previous menu.
Total Station Manual >6WDNHRXW 6HJPHQW@ 37 ˖ &XP /HQJWK ˖ P 6HJPHQW 1R ˖ /HQJWK˖ Ė P 7UDY ˖ ĕ P ˖ Ė P ٿ㖞⁑ᔿ $// ',67 5(& ('0 Ć1 Segment options: Start : Misclosure at the start point EndPt : Misclosure at the end point Equal : Divide Reference Line equally into several pieces Ć In above operation, press [ESC] to return to previous menu. 13.
Total Station Manual ∆Offset d2 z Centre, Start PT Steps Key Display >3URJUDP@ ) 5HIHUHQFH (OHPHQW [F1] or menu 3/3 page, press [9] [F1] or numeric [9], set job, B.S. and enter [Reference Line/ARC] menu, then press [F2] or [F2] numeric [2] to enter or RefArc function.
Total Station Manual B: Get the target point by DIST+REC. >5HI$UF@ B: Input point name, Press [F2](DIST) + [F2] [F3](REC) to save the + centre point, the saved [F3] result will be directly put into calculation.
Total Station Manual [F1] or ĺ After measuring [F2]+[F3] centre point, you can or measure the start point, [F4]+[F1] the definition is same as or centre point.
Total Station Manual >3URJUDP@ ) 5HIHUHQFH (OHPHQW 1 ƻ or [F1] or the numeric key [9] in [9] the 3/3 page of the main menu, set the job, B.S Press the [F1] ٿ㖞⁑ᔿ ) and enter [Reference Line/ARC] menu, then [F2] press the [F2] or the or numeric key [2] to enter [2] the definition of RefArc.
Total Station Manual B: Get the target point by DIST+REC. >5HI$UF@ B: Input point name, press [F2](DIST) + [F2] [F3](REC) to save target + point , the saved result [F3] will be directly put into calculation.
Total Station Manual ĺ After definition of the start point, enter the interface of measure to end point, the definition of end point is same as start point. [F1] or [F2]+[F3] or [F4]+[F1] or [F4]+[F2] or [F4]+[F3] Ļ After completing the definition of the start&end point, input Enter angle the AZ1(start point), + AZ2(end point) tangent [F4] angle respectively, then press [F4](OK) to next step.
Total Station Manual >5HI$UF@ 0HDVXUH WR VWDUW 3RLQWʽ 6WDUW ˖ 7 + ˖ P ˖ P ˖ P ٿ㖞⁑ᔿ $// ',67 5(& Ę )LQG /LVW &RRUG Ę К ('0 1 Ć AZ1 and AZ2 are start point, end point tangent azimuth respectively .
Total Station Manual ĸ There are several methods to obtain the Input Pt which is used for point Measure Line&Offset name + A: Enter point name, [F1] then press [F1](ALL) to define the Pt. A: Get the target point by measure. >0HDVXUH /LQH 2IIVHW@ 3W ˖ 7 + ˖ P /LQH ˖ P 2IIVHW˖ P ˖ P ٿ㖞⁑ᔿ $// ',67 5(& Ę B: Get the target point by DIST+REC.
Total Station Manual [F3] E: Press [F3](Coord.), + Input point name, Input coordinate's data, it will point indicate recover if point name name is repeated, then coordinat press [F4](OK) to save + the point. [F4] Ĺ After measuring points in different ways, we can see the result of the high deviation, ∆ Line and ∆Offset.Ć1 E: Input the point through keyboard.
Total Station Manual 6. File manage File manager contains all functions of input data, edit data and view data. 1. Job ¾ All kinds of measurement data are saved in the selected job. Such as Fix Pt., Meas. PT and so on. ¾ The function can new a job, select a job and delete a job. ¾ The definition of the job contains the inputing of Job’s name and Operator. 1.1 Select a Job Steps Key Display 1 Press [F1] in the menu of ƻ Job Manager to enter menu of job function.
Total Station Manual 2 The interface displays ƻ the job list in the current storage. The jobs in the SD card have the mark of “[SD]” and the current job have the mark of “*”. Delete New View OK Delete New View OK 3 Using the direction keys to ƻ [Ė]ǃ select a job, when the needed [Ę] job is selected, press the key + of [F4], the program gives a [F4] prompt of “Job Set” and open the job as the current job. 1.
Total Station Manual 3 ƻ If the instrument has loaded the SD card, there is an interface of Select Disk. In the interface, selecting the disk which is used to new a job by pressing the key of up or down and press [F4] to make sure. A:Local Disk B:SD Card 4 The ƻ screen displays the information of new job, including the name of the job, the operator and so on. After inputting one item, press [ENT] to move the cursor to the next input area.
Total Station Manual 1 ƻ In the menu of Job Manager, press [F1] to enter the menu of job function. 2 ƻ [F1] F1 F2 F3 F4 Delete New View OK The interface displays the job list in the current storage. The jobs in the SD card have the mark of “[SD]” and the current job have the mark of “*”. ƻ 3 Using the direction key up or down to select the job that need to be deleted. Press [F1] (Delete) and a dialog appears as shown in the picture on the right.
Total Station Manual 1 ƻ In the menu of Job Manager, press [F2] to enter [F2] the interface of Fix Pt. function. 2 The interface displays ƻ F1 F2 F3 F4 the fixpoints of the current job. [F4] Pressing the direction key of + left or right can scan all [F2] fixpoints in the job.Press [F4] to switch to the second page’ soft key. 3 Press [F2](Job) to enter the ƻ list of job, press the directon key of up or down to select [F4] the job which the viewed fixpoints exist, then press [F4] to make sure.
Total Station Manual 1 In ƻ the intertface of View FixPoint, pressing [F1] (Find) [F1] to enter the function of finding fixpoints. 2 There appears a dialog as ƻ shown in the picture on the [ENT] right. Input the name of point + or the wildcard of “*”, press [F4] [ENT] to make sure and press [F4] (OK) to find. 3 Displaying ƻ the dialog of finding result. If the point exists in the job, the interface will display the coordinate information of the point.
Total Station Manual 1 In ƻ the interface of View FixPoint, pressing [F2] (New) to enter the function of newingfixpoint. If you want to change the job which need to new points, you can press [F2] [Job] to select the target job. 2 ƻ There appears a dialog as shown in the picture on the right. If want to back to the previous menu, you can press [F1] (Back). 3 Input ƻ the new name and coordinate of fixpoint, press [Ent] to finish inputing and press [F4] (OK) to save the fixpoint.
Total Station Manual [F1] (Back) or [ESC] to go back. 2.3 Edit Fix Pt. The function can edit the fixpoints in the memory. Steps 1 In ƻ Key Display the interface of View FixPoint, you can find the data of need to be edited by pressing the direction key of left or right or in the function of finding. If you want to change the job which the point needs to be edited, you can press [Job] to select the target job. 2 Press ƻ Find New Edit [F3] (Edit) to enter the interface of Edit Fixpoint.
Total Station Manual 3 Press [F4] (OK) to save the ƻ edited data after finishing inputing. Program gives a prompt wheter to overwrite or not and press [F4] (OK) to overright and save. Back OK 2.4 Delete Fix Pt. Delete the selected fixpoint from the job. Steps 1 ƻ Key Display In the interface of View FixPoint, you can find the data of need to be deleted by pressing the direction key of left or right or in the function of finding, then press [F4] to [F4] switch to the second page of soft key.
Total Station Manual 3 The interface backs to the ƻ previous menu. 3. Meas. Pt. The measurement data in the job can be searched, displayed, and part of them can be deleted. 3.1 View the measurement data Steps 1 ƻ Key Display In the menu of Job Manager, press [F3] to enter the function of Meas.PT. [F4 ] F1 F2 F3 F4 2 The default viewed job is ƻ the current job in the program, if you want to [F2] view the measurement data in other jobs, please press [F1] (Job) to enter the list of job to select.
Total Station Manual 4 The screen starts to display ƻ the information of measurement data from the first piece of data in the job.Press the direction key of left or right can view the measurement point data which match the view condition one [PAGE] by one. Pressing [PAGE] can view a piece of measurement point data’ other pages. Press [Search] to back to the interface of View Meas PT. Delete Search 3.2 Delete measurement data The not good and the repeating measurement data can be deleted.
Total Station Manual 3 After ƻ the data is deleted, the screen displays the next piece of data. [F4] Delete Search 4. Code. Here can make operations on the code library, such as newing, finding and deleting. 4.1 Input Code Every code has a note and up to 8 characters attributes.
Total Station Manual 2 In ƻ the interface of View Code, pressing [F2] to enter the function of newing code. [F2] 3 Input the name of code and ƻ the code information in the interface of Input code. 4 After ƻ finishing inputting, press [F4] to save the code. Program makes the Code’s name plus 1 automatically, and you can continue to input other [F4] code.
Total Station Manual 4.2 View Code Steps 1 ƻ Key Display In the menu of Job Manage, pressing [F4] to enter [F4 ] the function of Code. 2 Press the direction key of ƻ left or right, you can view all codes one by one. 3 ƻ Press [F1] to enter the interface of Search Code. The default vaue is wildcard character, it stands for all codes. 4 ƻ Input the certain code name and input [F4] to start to [F4] search.
Total Station Manual 5 ƻ Program displays the searching result, if there are more than one codes matching the searching condition, you can view them one by one by pressing the direction key of left or right. If there is no code matches the condition, the program will give a prompt. 4.3 Delete Code Steps Key Display 1 After entering the dialog of ƻ code function, press the direction key of left or right to delete the code which need to be deleted.
Total Station Manual [Find], after the code deleted, the interface displays an empty code, it means that all fields are empty. If there is more than one code matching the finding condition, it will display the next code.
Total Station Manual 5. Memory Statistics Display the information of the memory usage and format the memory. Format the memory can delete all data of job, code and road. The setting of application also can be reset, please operate carefully. Steps 1 ƻ Key Display In the menu of Job Manage, press [PAGE] and [F1] display the second page of the menu, press [F1] to enter the function of memoty statistics.
Total Station Manual Ć1: SD card does not support the formatting operation in the instrument.
Total Station Manual 7. Data Transfer This function is doing data transmission between instrument and computer, or between instrument and removable device. This function includes 2 parts, import and export. The data transmission between instrument and removable device must have U Disk plugged in. Note: The machine supports up to 8G U disk read and write, when running the program, don’t insert or pull out the U disk.
Total Station Manual 2 ƻ In “Import [F1] Data”mene, press [F1] or or [1] entering “Import [1] Fix Pt” window. 3 Press ƻ [F1](Job) to [F1] select the job you want transfer data into, then [F4] press [F4] (OK). 4 ƻ If choosing RS232C method, using cable to connect instrument and computer first, on [F4] computer side, press button [Send] in transfer software, and then press [F4] (Import) on the instrument. 5 ƻ If choosing UDiskmethod, plugging udisk in the instrument usb port fisrt, then: 1.
Total Station Manual moving to the format option, then press [◄], [►] key to select the data file’s format. 4. Press [F4] (Import) to start import. 6 ƻ Import code can only use RS232C [F4] method. This is same to 4 . Stepƻ 2. Data Export User can use this function to transfer internal data (fixed points, measurement data, and code) from instrument to computer or udisk. Export: Fixed points, measure data, and code. Method: RS232C, UDisk.
Total Station Manual 2 In ƻ “Export Data” [F1] menu, press [F1] or or [1] entering “Export [1] job data” function. 3 Press [F1] to select ƻ job that you need to export, then press [F4]. 4 Press [◄], [►] key ƻ [F1] [F4] [◄] to select data type that [►] you want to export. 5 ƻ Two methods to use: RS232C, UDisk. [◄] [►] Press [◄], [►] key to select transfer method [F4] (mode).
Total Station Manual computer should be ready, and then press [F4] to start export. If choosing UDisk, the UDisk should have been plugged in, then press [F4] export. to start User can also use key [◄], [►] to select the format of export data. CASS, GTS-7 for fixed points data; HTF, GSI for measure data. 6 ƻ Export code can only use RS232C [F4] method. This is same to 5 .
Total Station Manual 8. Instrument Setting 1. General Setting In Setting Menu, choose “1 General” to enter “General Setting”. Fields of General Setting Field Description Light Hight, Medium, Low, Off. 4 Levels of background light. Contrast 1~9. Set the display contrast. Trigger Key Off: Disable trigger key. ALL: Disting and record. DIST: Only disting. User Key 1 User Key2 Configures with a function from the FNC menu. Configures with a function from the FNC menu.
Total Station Manual Key Beep The beep is an acoustic signal after each key stroke. On: Enable beep. Off: Disable beep. Sector Beep On: Sector Beep sounds at right angles(0e, 90e, 180e, 270eor 0, 100, 200, 300 gon). Off: Sector Beep diabled. Tilt On: Biaxial compensation enable. Off: Tilting compensation disable. X Only˖Single axis compensation enable. Hz increment Right: Set horizontal angle to clockwise direction measurement. Left: Set horizontal angle to counter-clockwise direction measurement.
Total Station Manual Positive above horizon, negative below horizon. Slope: Zenith 45e=100%; Horizon = 0%. Positive above horizon, negative below horizon. Exceed 300% shows “--.--%”. --.--% 0% 0% --.--% Angle Unit 300% 71°34Ą 100% 45° -100% -50gon -300% -79.5gon Sets The units shown for all angular fields. eĄąDegree sexagesimal, 0eto 359e59'59". GonGon, 0 gonto 399.999 gon. MilMil, 0 to 6399.99mil. The setting of the angle units can be changed at any time.
Total Station Manual Mil :0.005 / 0.02 / 0.05 DIst. Unit Sets the units shown for all distance and coordinate related fields. Meter Meters [m]. US-ftUS feet [ft]. INT-ftInternational feet[fi]. ft-in1/8US feet-inch-1/8 inch [ft]. Dist.Decimal Setes the number of decimal places shown for all distance fields. This is for data display and does not apply to data export or storage. 3Display distance with three decimals. 4Display distance with four decimals. Temp.
Total Station Manual Port RS232C Use serialport as communication interface. Bluetooth UseBluetooth as communication interface. If instrument does not support Bluetooth, there will be no Bluetooth option here. Baudrate Sets the serialportbaudrate. 9600/19200/115200 Coord. type Sets the type of coord. NEZ/ENZ Language Changes the software’s interface language. 2. EDM Setting See Chapter “3.2 EDM Setting”.
Total Station Manual 9. Adjust and Tools 1. Adjust Warning˖ The following functions must be carried out under the guidance of professionals, if the operation is wrong, it may lead to the instrument can’t work properly! Through Main Menu ė “6 Tools” ė “1 Adjust”, entering adjust menu,Like below: 1.1 View adjust parameters In Tools Menu, choose “1 Adjust”, and then press [F1] to enter “View adjust parameters”. Parameters include Vert.I.E and tilt sensor parameters.
Total Station Manual 1.2 Adjust Index Error In Tools Menu, choose “1 Adjust”, then press [F2] to enter “Adjust Index Error”. 6WHSV Steps 1 After ƻ Display leveling the total station, aim at target with face left, then press [F4](OK). 2 Aim ƻ Key [F4] at the same target with face right, and press [F4] (OK). [F4] 3 Program will show ƻ the result value, press [F4](OK) to save. [F4] Note: If there is no special requirement, the compensator should be turned on before Index error correction. 1.
Total Station Manual In Tools Menu, choose “1 Adjust”, and then press [F3] to enter “Adjust Tilt X”. These are the calibaration of x-diretion of compensator’s vertical axis. Steps 1 ƻ Level Key Display instrument, focus on the reticle of collimator, record the vertical angle V0. Use fine tuning to set vertical angle to V0+3’,focus on the reticle center accurately, wait for stable value,press [F4](OK).
Total Station Manual V1-3’,focus on the reticle center accurately, wait for stable value, pressF4(OK). 5 Use fine tuning to set ƻ the vertical angle as V1+3’, focus on the reticle center accurately, wait for stable value, press [F4](OK). 6 ƻ [F4] After finishing, it will display the results, press [F4](OK), save and back to menu. [F4] Note: CoK (linear coefficient): If absolute value > 1.
Total Station Manual value,press [F4](OK) ,and then turn 90 ° clockwise back to the original direction. 2 Use fine tuning to set ƻ the vertical angle to V0-3’, focus on the reticle center accurately, then turn the instrument counterclockwise 90 °, wait for stable value, press [F4] (OK) ,and then turn 90 ° clockwise back to the original direction. [F4] 3 Use fine tuning to set ƻ the vertical angle as V0,focus on the reticle center accurately.
Total Station Manual 5 Use fine tuning to set ƻ the vertical angle as V1+3’, focus on the reticle center accurately, then turn the instrument counterclockwise 90 °, [F4] wait for stable value, press [F4](OK). 6 ƻ After finishing, it will display the results, press [F4](OK), save and back to menu. [F4] Note: CoK (linear coefficient): If absolute value > 1.5, you need to re-calibrate; In the correction process by pressing the ESC key, will exit, holding compensator parameters unchanged. 1.
Total Station Manual 2. System infomation 2.1 View System Information In Tools Menu, choose “2 Info.” to enter “Info”. In this window, user can view detail information about the instrument, includes instrument type and SN, firmware version and date time. >,QIR @ ,QVW 7\SH˖ ,QVW 1R ˖ ): 9HU ˖ 7LPH ˖ 'DWH ˖ 'DWH =220 9 ˄ ˅ 7LPH 8SJUDGH %DFN System Infomation 2.
Total Station Manual Time Setting 2.4 Firmware Upgrade Warning˖ The following functions must be carried out under the guidance of professionals, if the operation is wrong, it may lead to the instrument can’t work properly! This function is prepared for the users to upgrade theinstrument software. Input PIN code(82543), and then press key ENT,the instrument will be turned off.
Total Station Manual 3. Press the power key of the instrumentin Hyper Terminal , shown as follows: Note:Software upgrade operation must be carefulonce you select the instrument into the upgrade status; if press "3" in the picture below, you can also resume running the previous program. 4.
Total Station Manual file".
Total Station Manual Select the new edition total station software, click on "send" button. It will display the sending application process, and then close the super terminal, starting up after removing theinstrument battery and then putting in again. The current software is the new version updated previously.
Total Station Manual 3. Checkout and calibration The instrument at the factory has to undergo a rigorous inspection and correction, meeting the quality requirements. However, after long transport or environmental change, its internal structure will be some impact. Therefore, the new purchased instruments should be checked and calibrated before surveying to ensure the precision. 3.
Total Station Manual If the bubbles is not in the center, use the correction needle or six angle wrench to adjust the correction screw which under the bubble to make the buble to the center. For calibration, you shall first loosen the calibration screw (1 or 2) which opposite to the direction of the bubble offset, then tighten the other correction screw in the offset direction to make the bubble in the center.
Total Station Manual 3.4 The verticality of collimation axis and horizontal axis(2C) Checkout Set a target A in about 100m away, and make sure the vertical angle of the target is within ± 3 °. Precisely level the instrument and switch on it. 2. Make the telescope focused on target A in face left, and read the horizontal angle. For example: horizontal Angle L = 10°13 '10".
Total Station Manual Set up and level the instrument, make the direction of the telescope consistent with the line between the center of the instrument and any of the foot screw. The vertical plate index change to zero after switching on, tighten the vertical brake handwheel, the instrument display the current telescope vertical angle.
Total Station Manual Adjust the focal length of the optical plummet (for the optical plummet) or switch on laser plummet, move the white paper to make the cross in the center in the field of view (or laser flare). Turn the feet screw, make the center mark of the plummet coincide with the cross center. Rotate alidade, every turn of 90 °, observe the contact ratio of the optical plummet and cross center.
Total Station Manual 3.8 Instrument additive constant (K) The instrument constant is inspected when it out, and correct it inside the machine, make K = 0. Instrument constant change rarely, but we suggest that check it this way for one or two times each year. The checkout should be done in the standard baseline, or you can take the following simple method.
Total Station Manual the launch axis. Check whether the telescope crosshair center coincide with the emission photoelectricity axis center, if they coincide on the whole we can say it qualified. Calibration If the telescope crosshair center deviates from emission photoelectricity axis center largely, send it to professional repair and calibration department. 3.10 No prism ranging The red laser beam is coaxial with the telescope, used for no prism ranging, and it is sent by telescope.
Total Station Manual 10. Technical parameters Configuration Function Unit ZOOM 10 Telescope Angle Imaging — Erect Magnification × 30 Field of view — 1 ώ 20′ Min.target distance m 1.5 Effective aperture mm 40/50(EDM) 2C index error (″) 1.4 Angle i index error (″) 2.0 Angle measurement method — Absolute encoder Minimum reading (″) 1 Single prism km 3 Triple prism km 5 No- prism1 m 400 Repeated s 2(first 3) Tracking s 0.8 mm 0.
Total Station Manual Screen — Illumination — Display Both sides˄280*160, Black and white screen˅ Support Wavelength 635nm Maximum output Laser Plumb Laser (optional) Laser Plumb — power (adjustable): not less than 0.4 m W, not more than 1.0 m W Tubular level ˄″˅/2 mm 30 Round level ˄′˅/2 mm 8 — Support Level Built-in application Battery supply Rechargeable High-energy lithium Type — Voltage V 7.4 Power W ˘ 2.
Total Station Manual 11. Attachment A Road calculation example z Horizontal Curve 1.Element ŁInput elements NO. Element Start X Start Y Azimuth Length 1 Line 1099877.123 4578452.654 120.30250 88.12 2 Tran.Curve 100 200 3 Circular Curve 80 200 4 Tran.Curve 50 200 5 Tran.Curve 45 -150 6 Circular Curve 125 -150 7 Tran.Curve 62 -150 8 Line 30 łCalculate Middlepile coordinate Calculated value interval 25 12 3LOH ; < 1 0.000 1099877.123 4578452.654 2 25.
Total Station Manual 17 318.120 1099661.029 4578669.092 18 325.000 1099654.388 4578670.891 19 350.000 1099630.474 4578678.158 20 363.120 1099618.263 4578682.949 21 375.000 1099607.584 4578688.147 22 400.000 1099586.640 4578701.745 23 425.000 1099568.243 4578718.630 24 450.000 1099552.901 4578738.333 25 475.000 1099541.041 4578760.307 26 488.120 1099536.325 4578772.546 27 500.000 1099532.962 4578783.937 28 525.000 1099528.087 4578808.446 29 550.000 1099524.
Total Station Manual 6 1500.000 126894.146 328002.286 7 2000.000 126892.623 328501.469 8 2500.000 126793.052 328990.623 9 2749.107 126707.910 329224.621 10 2949.107 126625.526 329406.849 11 3000.000 126604.016 329452.973 12 3099.107 126563.629 329543.472 13 3500.000 126444.885 329925.686 14 4000.000 126406.074 330422.894 15 4483.815 126485.817 330898.918 16 4500.000 126490.455 330914.423 17 5000.000 126703.815 331364.622 18 5500.000 127038.580 331733.
Total Station Manual 8 2500.000 126793.051 328990.623 9 2749.107 126707.910 329224.621 10 2949.107 126625.526 329406.849 11 3000.000 126604.016 329452.974 12 3099.107 126563.629 329543.472 13 3500.000 126444.885 329925.686 14 4000.000 126406.074 330422.895 15 4483.815 126485.817 330898.918 16 4500.000 126490.455 330914.424 17 5000.000 126703.815 331364.622 18 5500.000 127038.580 331733.585 19 6000.000 127465.969 331989.592 20 6365.804 127816.349 332092.
Total Station Manual Piles elevation NO. Mileage (Pile) Calculated Theoretical Value Value 1 0.000 324.325 324.325 2 100.000 325.293 325.293 3 200.000 326.261 326.261 4 300.000 327.230 327.230 5 400.000 328.198 328.198 6 500.000 329.051 329.051 7 600.000 328.584 328.584 8 700.000 327.861 327.861 9 800.000 327.138 327.138 10 900.000 326.415 326.415 11 1000.000 325.636 325.636 12 1100.000 324.094 324.094 13 1200.000 322.490 322.491 14 1300.000 321.
Total Station Manual 12. Attachment B File format introduction These following example to instruct exported file format: STAST001,1.205,AD XYZ 100.000,100.000,10.000 BKB BS001,45.2526,50.0000 BS BS001,1.800 HVD98.2354,90.2314,10.235 SC A1,1.800,CODE1 NEZ 104.662,99.567,10.214 SD A2,1.800,CODE1 HVD 78.3628,92.4612,4.751 SA A3,1.800,CODE1 HV 63.2349,89.
