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Rlide R2 Series Manual

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FORWORDS .................................................... 1
PRECAUTIONS ............................................... 1
SAFETY GUIDE ............................................... 1
1. OVERVIEW ................................................... 2
1.1 PART NAMES ....................................................................... 2
1.2 DISPLAY ................................................................................ 3
1.3 KEYPAD................................................................................. 3
1.4 SOFT KEYS .......................................................................... 3
1.5 NAVIGATION KEYS & ABBREVIATION .......................... 5
1.6 LIGHTS & SOUND............................................................... 6
1.7 AUTO POWER OFF ............................................................ 6
2. PREPARATION ............................................ 7
2.1 UNPACKING AND STORING ............................................ 7
2.2 INSTRUMENT SETUP ....................................................... 7
2.3 BATTERY .............................................................................. 9
2.4 REFLECTORS ..................................................................... 9
2.5 MOUNTING AND DISMOUNTING ................................... 9
2.7 INPUTTING MODE............................................................ 10
2.8 METHOD TO INPUT PTID ............................................... 12
2.9 LEVELING ........................................................................... 18
3. ROUTINE MEASUREMENTS .................. 19
3.2 EDM SETTING ................................................................... 19
3.3 HOT KEY ............................................................................. 20
3.4 START SURVEY ................................................................ 24
3.5 ANGLE MEASUREMENT ................................................ 25
3.6 QUICK CODES .................................................................. 30
4.
KEY .................................................. 32
4.2 MULTIPLE POINT RESECTION ..................................... 37
4.3 QUICK STATION ................................................................ 41
4.5 CHECKING AND RESETTING THE BACKSIGHT
DIRECTION ............................................................................... 45
5.
KEY .................................................. 46
5.1 STAKE OUT ANGLE AND DISTANCE........................... 46
5.2 COORDINATES STAKEOUT .......................................... 51
5.3 PARTLINE SO .................................................................... 53
5.4 REFLINE STAKEOUT ....................................................... 55
5.5 GUIDE LIGHT ..................................................................... 57
6.
KEY .................................................. 58
6.1 DISTANCE OFFSETS....................................................... 58
6.2 MEASURING ANGLE OFFSETS ................................... 59
6.3 TWO-PRISM POLE........................................................... 61
6.4 +HA LINE ............................................................................. 62
6.5 INPUT HD ........................................................................... 63
6.6 CALCULATE A CORNER POINT ................................... 64
6.7 COLUMN ............................................................................ 65
6.8 EXTEND THE SLOPE DISTANCE ................................ 66
7.
KEY .................................................. 68
7.1 2 POINT REFLINE ............................................................. 68
7.2 REFERENCE ARC ........................................................... 69
7.3 REMOTE DISTANCE MEASUREMENT ...................... 71
7.5 2-PT REFERENCE PLANE (V-PLANE) ........................ 76
7.6 3-PT REFERENCE PLANE (S-PLANE) ........................ 77
7.7 ROADS ................................................................................ 79
8.
KEY .................................................. 97
9.
KEY .................................................. 99
10.
/
KEY ...................................... 100
11. MENU KEY ............................................. 101
11.1 JOB................................................................................... 101
11.3 SETTINGS .......................................................................114
11.4 VIEW RECORDS ...........................................................116
11.5 1 SEC-KEYS ................................................................... 132
11.6 DATE AND TIME ............................................................ 136
11.7 FORMAT ......................................................................... 137
11.8 INFORMATION .............................................................. 137
12. CHECK AND ADJUSTMENT ............... 138
12.1 PLATE VIAL .................................................................... 138
12.2 CIRCULAR VIAL............................................................ 138
12.3 INCLINATION OF RETICLE ........................................ 138
12.4
12.6
12.7 OPTICAL PLUMMET .................................................... 142
12.8 INSTRUMENT CONSTANT (K) .................................. 143
12.9
12.10 TRIBRACH LEVELING SCREW.............................. 144
12.11 RELATED PARTS FOR REFLECTOR.................... 144
13. SPECIFICATION .................................... 146
14. ERROR CODE LIST .............................. 148
【
1
139
.... 141
144
.......... 149
.. 152

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Summary of Contents for Rlide R2 Series

  • Page 1: Table Of Contents

    FORWORDS ............ 1 6.2 MEASURING ANGLE OFFSETS ........59 PRECAUTIONS ..........1 6.3 TWO-PRISM POLE............61 SAFETY GUIDE ..........1 6.4 +HA LINE ................62 1. OVERVIEW ........... 2 6.5 INPUT HD ................63 1.1 PART NAMES ............... 2 6.6 CALCULATE A CORNER POINT ........64 1.2 DISPLAY ................

  • Page 2: Forwords

    SAFETY GUIDE FORWORDS INTEGRATED DISTANCE METER (VISIBLE LASER) Thank you for purchasing Total Station R2 Series. Warning This manual will give a detailed and complete instruction. Please read it carefully before using the instrument. The total station is equipped with an EDM of a laser grade of 3R/Ⅲa.
  • Page 3 leveling). The internal EDM instrument equipped with a Class 3R/III a) Only those persons who are trained with related course a Laser has a harmful distance of 1000m (3300ft). and authenticated are allowed to install, adjust, and Beyond this distance, the laser intensity is weakened to operate this kind of laser instrument.

  • Page 4: Overview

    1. OVERVIEW 1.1 PART NAMES 1. Battery 9. Horizontal Clamp Screw 2. Guide Light (R2 Pro only) 10. RS232, SD Card, Mini USB Port 3. Collimator 11. Screen 4. Objective Lens 12. ATMOSense Detector 5. Carrying Handle 13. Keyboard 6. Telescope Focusing Ring 14.

  • Page 5: Display

    1.2 DISPLAY Display 30°21’50” 273°13’45” PT:1 1.000m Basic Measurement Menu 1.3 KEYPAD 1.4 SOFT KEYS Function Power ON/OFF Illumination ON/OFF Displays the Function Menu -------------------------------MENU---------------------------- 1. Job 6. 1 Sec. MENU 2. Cogo 7. Adjust 3. Set 8. Time 4. Data 9.
  • Page 6 Changes the input mode: alphabetic or numeric; Launches quick code mode in basic measurement display. Accepts the input or records the data. In basic measurement display, press it for 1 second to select the data saving mode (CP or SS). Returns to last screen.

  • Page 7: Navigation Keys & Abbreviation

    1.5 NAVIGATION KEYS & ABBREVIATION Navigation Keys Meaning Move left or right. Display each screen. ▲, ▼ There’re more than 1 page. Press it to turn the page. Indicates that the telescope (alidade) is on Face1 or Face 2. F1 Face 1 Measurement: the encoding disc is on the left of telescope when F1, F2 measuring.

  • Page 8: Lights & Sound

    1.6 LIGHTS & SOUND Display 30°21’50” 273°13’45” PT:RUIDE 1.000m Press the key to turn the LCD backlight ON and OFF. Press it for 1 second to pop out a quick setting window to adjust more settings about light, sound, contrast, laser and Guide Light.

  • Page 9: Preparation

    2. PREPARATION 2.1 UNPACKING AND STORING · Unpacking Place the case lightly with the cover upward, and unlock the case, take out the instrument. · Store of instrument Cover the telescope cap, place the instrument into the case with the vertical clamp screw and circular vial upwards (Objective lens towards tribrach), and slightly tighten the vertical clamp screw and lock the case.
  • Page 10 b. Rotate the instrument 90º (100gon) around its vertical axis and turn the remaining leveling screw or leveling C to center the bubble once more. c. Repeat the steps a and b for each 90º (100gon) rotation of the instrument and check whether the bubble is correctly centered in all directions.

  • Page 11: Battery

    2.3 BATTERY TIPS 1) The battery operating time depends on the environmental conditions such as ambient temperature, charging time, times of charging and discharging etc. It is recommended to fully charge the battery before operation or prepare spare batteries. 2) Distance measurement consumes more power than angle measurement. 3) When the measurement mode is changed, the battery power will not immediately show the decrease or increase.

  • Page 12: Eyepiece Adjustment And Collimating Object

    Mounting Insert three anchor jaws into holes in tribrach and line up the directing stub with the directing slot. Turn the locking knob about 180° clockwise and tighten the locking screw with a screwdriver. 2.6 EYEPIECE ADJUSTMENT AND COLLIMATING OBJECT Method of Collimating An Object (for reference) 1) Sight the Telescope to bright place and rotate the eyepiece tube to make the reticle clear.
  • Page 13 Input STN Press [6] 3 times to input R. RUIDE Press [1] 3 times to input U. 1.000m Press [9] 3 times to input I. RUIDE Press [8] once to input D. Press [8] twice to input E. List Stac Input STN Press [MODE] to shift the inputting mode RUIDE...

  • Page 14: Method To Input Ptid

    Input STN Input new character. RUIDE820 1.000m character RUIDE List Stac Input STN Press [REC/ENT] to confirm. The cursor RUIDE820 moves to next item. 1.0 0m [REC/ENT] RUIDE L st Stac ※1) Press [ ] to delete the right character. 2.8 METHOD TO INPUT PTID Basically, the default name for a new point is the last point name entered, with the last digit incremented.
  • Page 15 2.8.2 Enter a New Point STEP OPERATION DISPLAY Input STN Input PtID in PT item and press [REC/ENT]. 1.000m [REC/ENT] RUIDE List Stac When you input a new point name or Input number, a coordinate input screen coordinated appears. Enter the coordinate. After inputting one item, press [REC/ENT] to [REC/ENT] RUIDE...
  • Page 16 STEP OPERATION DISPLAY Input STN In PT item, insert wildcard “*” (take “*” for Input [*] example), and press [REC/ENT] 1.000m RUIDE [REC/ENT] List Stac MP,1,RUIDE Press up/down and [REC/ENT] to select MP,2,RUIDE [▲]/[▼] the point. CP,4,870 When [▲] or [▼] appears in the list， SS,7,5841 [REC/ENT] left/right can turn the page.
  • Page 17 Input PT When you return to the PT input screen, the selected PtID is entered in the PT 1.000m field. (You can add digits or alphabetic characters required.) Press List Stac [REC/ENT] to confirm. A： A: If the inputted PtID exists in internal 10.000m memory, its coordinates will be 10.000m...
  • Page 18 When you return to the PT input screen, Input PT the selected point name is entered in the PT field, incremented by one. (As shown 1.000m in the right. If BC is selected, BC1 appears in the PT field; If A098 is List Stac selected, A099 appears.)
  • Page 19 Input A coordinate inputting screen is coordinate displayed. Input the coordinate. After inputting one item, press [REC/ENT] to [ENT] * This Pt. not save move to next item. Input PT After inputting, press [REC/ENT] to <Coord input> return. [ENT] 1.000m List Stac 2.8.7 Record an Instant Measurement...

  • Page 20: Leveling

    Please refer to “2.2 Instrument Setup” for detailed leveling instruction. R2 Series compensates the vertical angle reading as well as both vertical and horizontal angle reading due to inclination of the vertical axis in the X direction and XY directions.

  • Page 21: Routine Measurements

    3. ROUTINE MEASUREMENTS 3.1 CAUTIONS FOR DISTANCE MEASUREMENT After setting up and switching on correctly, the Total Station is immediately ready for measuring. All shown displays are examples. It is possible that local software versions are different from the basic one. Example of a possible measuring display: Display 30°21’50”...

  • Page 22: Hot Key

    “All” is a quick shooting and recording mode. The instrument automatically records the point using the default PtID, and then returns to the basic measurement screen. “Meas” is the default measuring mode. After a measurement, the instrument stops in the BMS and waits for you to press [REC/ENT] before recording the point.
  • Page 23 If the pressure unit is mmHg： 1hPa = 0.75mmHg When disregarding atmosphere correction, set PPM value to 0. Standard atmospheric condition of Total Station R2 Series (i.e. the atmospheric condition that the atmosphere correction value of the instrument is 0): Pressure: 1013 hPa Temperature: 20°...
  • Page 24 Temp&Pres The program calculates the atmosphere correction value, and return to normal Temp: 20.0℃ measurement screen. ※2) Press: 1013.2hPa PPM=0.0 Temp&Pres Press ON to activate the automatic temperature and pressure sensor, Temp: 28.0℃ which will detect and fill the Temp and Press: 1005.0hPa Press automatically.
  • Page 25 1<N,0, 1.000> Press [▲]/[▼] or numeric keys [1]～[5] <S,0, 1.000> to select target set, and then press 3<N,0, 1.000> [ENT]. To edit the target set, highlight 4<P,0, 2.000> [▲]/[▼] the target set and press Edit. After 5<N,0, 1.000> editing, press [ENT] ※...

  • Page 26: Start Survey

    Input Note Input note and then press [ENT]. The instrument returns to the basic Input Note measurement screen. 3.4 START SURVEY After finishing all settings, you can start surveying. The survey result is displayed in 4 pages including all data of routine survey. Press DSP to view. If the 2nd unit is set, a HD/VD/SD screen will appear. Please set a job, station and backsight azimuth before measurement.

  • Page 27: Angle Measurement

    Third page: Display 330°11’38” -8.14% -0.185m PT:1 1.000m Fourth page: Display -1.974 -1.128 -0.185 PT:1 1.000m To change the height of the target (HT), temperature, or pressure, press [HOT]. Settings that relate to corrections (T-P, Sea level, C&R) are included in the job settings. These settings are job-specific.
  • Page 28 3.5.1 0SET Press [1] to set HA as 0, and then return to basic measurement screen. STEP OPERATION DISPLAY Angle In Angle menu press [1] to enter to 0SET 273°13’45” function. 1.0SET 4.F1/F2 2.Input 5.Hold 3.Rept. Display Program sets the current horizontal 0°00’00”...
  • Page 29 3.5.3 Repeat Angle Measurement This program is used to accumulate repeated angle measurement, displaying the sum of and average value of all observed angles. It records the observation times at the same time.   N HA=BS + HR (normalized) is not updated even if the instrument is moved.
  • Page 30 RePt. N=01 Press [ENT] to save the horizontal HR∑ 46°03’48” angles. Screen returns to the initial 46°03’48” HR X [ENT] interface of repeat angle measurement. -HA HOLD- Repeat steps c-e to proceed this function * Sight BS as you need. Press [ENT] When you have collected enough horizontal angle results, press [MSR1] or [MSR2] to take a measurement to the foresight.
  • Page 31 STEP OPERATION DISPLAY A gle First sight the center of the target prism, 273°13’45” press [MSR1]/ [MSR2] (can omit if not 1.0SET 4.F1/F2 take a distance measurement), press 2.Input 5.Hold [ANG] to enter into Angle menu, and 3.Rept. then press [4] to enter F1/F2 function. ※1) Program displays according to the current horizontal circle.

  • Page 32: Quick Codes

    Angle Rotate the horizontal circle to needed 60°00’00” horizontal angle, or input the needed 1.0SET 4.F1/F2 angle value manually. 2.Input 5.Hold 3.Rept. HA Hold Press [5] to enter into angle hold function. 60°00’00” Use the horizontal clamp screw or horizontal tangent to sight the target. * HA is hold Press [ENT] Display...
  • Page 33 20°00’00” 273°13’45” [MODE] PT:1 1.000m CD: 10 Input the serial Input the serial numbers of Quick Code, 20°00’00” numbers of which should be Arabic numbers, and 273°13’45” Quick Code then press [ENT]. PT:1 [ENT] 1.000m Program starts code searching to search CD: 10 the quick coding in internal memory.

  • Page 34: Key

    To open the Station Setup menu, press in the BMS. 4.1 SET UP A STATION WITH KNOWN POINTS 4.1.1 Set up a Station with Known Coordinates STEP OPERATION DISPLAY Stn Setup In [Stn Setup] menu press [1] to enter into 1.
  • Page 35 Backsight Select an input method for defining the backsight point: 1. XYZ 1．To sight the backsight by entering 2. Angle coordinates. 2．To sight the backsight by entering the azimuth and angle. ※1) About method to input PtID, please refer to “2.8 METHOD TO INPUT PTID”. Sight the backsight by entering coordinates About determine backsight by inputting coordinates, there are two conditions: measuring to and not measuring to the backsight point.
  • Page 36 A： After Measuring, the result is displayed Stn Setup as showed in the right graph. ※2) 30°21’50” A： 2.178m To determine the backsight point only by 2.186m F1，press [ENT] to end measuring. * Press [ENT] End B1： To determine the backsight point by B1：...
  • Page 37 2) Not measure the backsight point STEP OPERATION DISPLAY Input BS PT If not measuring the backsight point, press [ENT] directly. 0.000m [ENT] Stac Sight the BS point in F1, and press [ENT] Stn Setup to finish setting. 20°00’00” If the horizontal circle is on Face-2, screen would display “Turn to F1”.
  • Page 38 STEP OPERATION DISPLAY Backsight To enter the azimuth angle to the backsight point, press [2] in the Backsight 1. XYZ screen. 2. Angle Input a point name, and press [ENT]. Note that the backsight point here can’t Input BS PT be known PtID in internal memory, otherwise the program will call up the 1.500m...

  • Page 39: Multiple Point Resection

    Display The system records the station and raw 0°00’00” data to current job and finish setting up station. The screen returns to basic measurement screen. AZ item displays PT:1 the result of determining Backsight 1.000m azimuth. 4.2 MULTIPLE POINT RESECTION A resection sets up the station using angle/distance measurements to known points.
  • Page 40 Input PT01 Enter the target height and press [ENT]. Enter the target height 1.800m [ENT] List Stac RESE <Sight 01> Sight the center of first target prism on 30°21’50” F1and press [MSR1] or [MSR2] to start survey. If only need to measure angle, press [ENT].
  • Page 41 Input PT02 Enter the second point (PT2) and its Enter the height of target. Press [ENT]. 1.800m second point name List Stac RESE <Sight 02> Repeat Step c - f to measure target 30°21’50” point 02 and other target points. * Press [MSR]/[ENT] When the instrument has enough data;...
  • Page 42 B: To check the measurements to each known point, press the View [View] softkey. Press [▲]/[▼] to select Obs.Value point on the screen, and then [ENT] to [View] check the measurements to each known point, ※2) You can delete poor observations or add observation point.

  • Page 43: Quick Station

    Input STN Screen returns to Input STN menu, press [ENT] to record station and 1.800m [ENT] backsight. Screen returns to Stn Setup menu. List Stac ※1) About method to input PtID, please refer to “2.8 METHOD TO INPUT PTID”. ※2)dHA：Distributed HA errors in each direction dVD：VD errors between measured distance and calculated distance dHD：HD errors between measured distance and calculated distance ※3) To delete a measurement, highlight the measurement data, and then press the DEL softkey.

  • Page 44: Height Transfer (Determining Station Elevation)

    QuickStn Input the Input the height of instrument, and press instrument [ENT]. 1.800m height [ENT] QuickStn No default PT is assigned to the BS. Leave this field blank, or enter a BS point 1.800m name. QuickStn The backsight azimuth (AZ) defaults to zero, but you can change this.
  • Page 45 If no station is set before, program shows Invalid STN the right graph. * Press any key Stn Setup Press any key to return to “Stn Setup” 1. Known menu, select one method to set station. 2. Rese 3. QuickStn 4.
  • Page 46 Level point Rotate the Press [F2] and Rotate the telescope and 175°17’18” telescope alidade, and sight the center of target prism. Press [MSR1] or [MSR2]. If not [MSR 1]/ measure on F2, press [ENT] and * Sight Press [MSR] [MSR 2] proceed to Step j.

  • Page 47: Direction

    4.5 CHECKING AND RESETTING THE BACKSIGHT DIRECTION STEP OPERATION DISPLAY Stn Setu In [Stn Setup] press [5] to enter into 1. Known Backsight Check function. 2. Rese 3. QuickStn 4. Z Coord 5. BS Check BS Check Sight the BS point, and press [Redo] or Sight the BS 0°00’00”...

  • Page 48: Key

    To display the Stakeout menu, press 5.1 STAKE OUT ANGLE AND DISTANCE Specifying the stakeout point by angle and distance STEP OPERATION DISPLAY Press numeric key [8] to enter into stake- Station not set out function. 1. Continue You should setup station and backsight 2.
  • Page 49 Press [1] to display the input screen for the distance and angle to the target. HA-HD Enter the values and press [ENT]. HD：Horizontal distance from station dVD: point to stakeout point dVD：Vertical distance from station point to stakeout point HA: Horizontal angle to stakeout point ※...
  • Page 50 When both R/L and IN/OUT display 0m, 0°00’00” it indicates the prism is on the stakeout 0.000m point. 0.000m The fifth line shows the data of fill or dig. 0.201m * Press [ENT] Rec 10.000m After staking out, your can press [ENT] 10.000m to record the stakeout point.
  • Page 51 Press HOT Key When the cursor is on “Input ht”, Press 1.Input HT [ENT] to enter to Input HT function. 2.Temp&Pres 3.TGT 4.Note Press [ENT] Input HT After inputting the height of the target, press [ENT] to return to page 2/8 of SO. 1.800m Stac This page displays the horizontal distance...
  • Page 52 The screen stays on the measured result，press [ENT] to display detailed 3.302m information. 5.365m About the detailed description of data, 1.236m please refer to “11.4VIEWING * Press [MENU]/[DATA] RECORDS”. View Data [Menu]→[Data]→[RAW Data] or press RAW Data CO,User current ori SS,788898, CO,Temp:20.0 CO,User current ori...

  • Page 53: Coordinates Stakeout

    5.2 COORDINATES STAKEOUT Input the XYZ of stakeout point, and carry on stake-out. STEP OPERATION DISPLAY In SO menu, press [2] to enter to 1. HA-HD coordinate stakeout function. 2. XYZ 3. PartLine 4. Ref.Line Input PT Enter the point name that you want to stake and press [ENT].
  • Page 54 10.000m Screen displays coordinates of the 10.000m selected point name, press [ENT] to 6.180m [ENT] confirm. List Stac The delta angle and the distance to the PT:4 target (HD) are shown. Rotate the 123°41’23” instrument until the dAZ is close to [MSR 1]/ 0°...

  • Page 55: Partline So

    A: After recording the point, the display Input PT returns to the observation screen. You’re your press [ESC], the display returns to Rad: 12.000m the PT/CD/R input screen. If you entered the stakeout point using a single point name, PT defaults to the last Fr/To List Stac...
  • Page 56 STEP OPERATION DISPLAY In SO menu press [3] to enter into 1. HA-HD PartLine SO function. 2. XYZ 3. PartLine 4. Ref.Line PartLine Set up the baseline. Sight the target, 123°41’23” and press [MSR1]/[MSR2] to start [MSR 1]/ 2.030m survey. System set up a base line [MSR 2] between the instrument and the measured point.

  • Page 57: Refline Stakeout

    PartLine <1/3> If the third line “L/R” does not display 0 0.667m m, ask the rodman to adjust the target 0.000m position. 0.000m : Rodman moves to his left side. * Press [ENT] Rec : Rodman moves to his right side. Prev Next PartLine...
  • Page 58 Input P1 Enter the first point (P1) of the line. ※ Enter the 1st point of the line. [ENT] Meas List Stac Input P2 Enter the Enter the second point (P2) of the line. second point of the line. [ENT] Meas List Stac...

  • Page 59: Guide Light

    When both R/L and IN/OUT display 0m, 0°00’00” it indicates the prism is on the stakeout 0.000m point. 0.000m The fifth line shows the data of fill or dig. 0.201m * Press [ENT] Rec 10.000m After staking out, you can press [ENT] to 10.000m record the stakeout point.

  • Page 60: Key

    6.1 DISTANCE OFFSETS STEP OPERATION DISPLAY Press numeric key [9] to enter Offset Station not set function. 1. Continue You should setup station and backsight 2. Stn Setup azimuth before offset measurement. * Press [ESC] Abrt Otherwise the screen displays as the right graph.

  • Page 61: Measuring Angle Offsets

    O/S Dist Enter combination of distance offset to Enter R/L: specify the point. combination of O/I: After entering one item, press [ENT] distance offset to U/P: moving to the next. specify the point. * (+)=R (-)=L 10.000m The calculated coordinates are shown. 10.000m Enter a PT and CD value, press [ENT] to 6.180m...
  • Page 62 25°09’01” To record the offset point, press [OK], 90°06’01” and otherwise press [Abrt]. 2.228m The XYZ data is also recalculated [OK] based on the new angle. In the dialogue box of results calculated by the List Stac program, press [ENT] Rec. Display The display returns to basic 30°21’50”...

  • Page 63: Two-Prism Pole

    6.3 TWO-PRISM POLE STEP OPERATION DISPLAY Offset In [Offset] menu, press [3] to enter the 1. O/S Dist 2Prism Pole function. 2. O/S Ang. 3. O/S 2D 4. +HA Line ▼ 5. Input HD O/S 2D <No.1> Sight the first Sight the first prism and press 15°42’13”...

  • Page 64: Ha Line

    P1-P2=5.000（5.005） ，P2-Tgt=2.000 6.4 +HA LINE This function is to extend a line by horizontal angle offset. STEP OPERATION DISPLAY Offset In [Offset] menu, press [4] to enter the line 1. O/S Dist extension (+HA) function. 2. O/S Ang. 3. O/S 2D 4.

  • Page 65: Input Hd

    16°22’59” Enter a PT (and CD) value, and press Enter a PT and 36°11’39” [ENT] to Record the point. The height of CD value 5.228m target is fixed to 0.0000 for the offset point. [ENT] List Stac The calculated point (TGT) is stored as a SS record. Measurements to the first and second target (P1 and P2) are stored as comment records (PT1 and PT2).

  • Page 66: Calculate A Corner Point

    6.6 CALCULATE A CORNER POINT STEP OPERATION DISPLAY Offset In [Offset] menu, press [▼] to display the 1. CornerPt second page of Offset. Press [6] to enter 2. Column the corner point function. 3. InputdSD ▲ Take a distance measurement to the CornerPt <No.1>...

  • Page 67: Column

    Rec Pt Enter a PT (and CD) value and press Enter PT and [ENT], The target point is calculated and 1.000m recorded as an SS record. [ENT] List Stac 6.7 COLUMN STEP OPERATION DISPLAY Offset In Page 2 of [Offset] menu, press [7] to 1.

  • Page 68: Extend The Slope Distance

    A：Press [Calc]. 29.369m If you have taken a distance 25.566m measurement to the center of the -14.177m column, press the Calc softkey to 5.369m calculate the offset using one edge angle observation. Redo B： Press [ENT] or [OK]. Sight the other 80°32’13”...
  • Page 69 47°23’13” If you have not taken a distance 90°56’15” measurement before entering this function, a temporary measurement 1.000m screen appears. Sight the target and * Sight Press [MSR] press [MSR1]/ [MSR2]. Enter the slope distance You can Input dSD enter any value from -99.99 47°25’14”...

  • Page 70: Key

    7.1 2 POINT REFLINE STEP OPERATION DISPLAY Program In [Program] menu, press [1] to enter 1. 2 2Pt.Ref.Line function. Pt.Ref.L 2. Ref.Arc 3. MlmRadial 4. Mlm Cont. ▼ 5. REM Input P1 Enter the first point for the reference line ※...

  • Page 71: Reference Arc

    Rec Pt Press [ENT] to record. 1.000m [ENT] List Stac ※1) About method to input PtID, please refer to “2.8 METHOD TO INPUT PTID”. ※2) Press [▲]/[▼] or [DSP] to view other pages. 7.2 REFERENCE ARC Measuring distance and offset values on the arc-curve. STEP OPERATION DISPLAY...
  • Page 72 Define Arc Choose a method to define the arc, as 1. P2-AZ2 shown in the graph. 2. Rad-AZ2 3. Rad-Len A: Use P2-AZ2 to define arc. Defind Arc Input point name of P2 and azimuth of its tangent line (AZ2). ※...

  • Page 73: Remote Distance Measurement

    Ref.Arc Sight the center of prism, and press STA# [MSR1] or [MSR2]. O/S# [MSR 1]/ [MSR 2] * Sight Press [MSR] After measuring, the results display. 2 Pt.Ref.L ※3) STA: Horizontal distance from P1 to the STA# -2.231m measure point along the P1-P2 line O/S# -0.362m O/S:Horizontal offset from the P1-P2...
  • Page 74 STEP OPERATION DISPLAY Program In [Program] menu, press [3] to enter 1. 2 MimRadial function. Pt.Ref.L 2. Ref.Arc 3. MlmRadial 4. Mlm Cont. ▼ 5. REM Sight the first MlmRadial Sight the first point and press point rSD# [MSR1]/[MSR2]. rVD# [MSR1]/ rHD# [MSR2]...
  • Page 75 To record the distance and angle Rec CO Data information as a comment record, press [ENT] in the 1/2 or 2/2 observation [ENT] screen. Default point numbers are displayed. (STN=0, PT=1, PT=2, PT=3…), it can List Stac be changed. MlmRadial Sight the third After recording, the display returns to rSD#...
  • Page 76 MlmCont. Sight the first point and press Sight 1st point rSD# [MSR1]/[MSR2]. rVD# [MSR1]/ rHD# [MSR2] * Sight Press [MSR] MlmCont. The distance from the station point to the rSD# 7.782m first point is displayed. rVD# -1.073m rHD# 7.700m * Sight Press [MSR] * Press [ENT] Rec.
  • Page 77 Rec CO Data Press [ENT] to record the distances between the first and third point. Repeat [ENT] Step d & e to calculate and record the distances between the third point and the fourth point by analogy. List Stac 7.4 REMOTE ELEVATION MEASUREMENT (REM) Target Point Slope Distance Base Point...

  • Page 78: 2-Pt Reference Plane (V-Plane)

    The measuring results are displayed. 1.620m 1.620m * Press [ENT] update HT Loosen the vertical clamp, and turn the 1.620m telescope to aim at the target point. The Sight the target 3.572m difference in elevation (Vh) is displayed. point * Press [ENT] update HT You can press [ENT] to update the height -1.977m of target.

  • Page 79: 3-Pt Reference Plane (S-Plane)

    InputP2 Input the second point on the vertical plane, and press [ENT]. InputP2 Meas List Stac V-Plane Once the plane is defined, the calculated STA: -3.815m Sta and dZ values are updated as you -0.153m move the telescope. No distance measurement is required.
  • Page 80 STEP OPERATION DISPLAY Program In the second page of [Program] press 1. V-Plane [▼] [7] to enter 3-Pt Reference Plane (S- 2. S-Plane PLANE) function. 3. Roads ▲ InputP1 Input the first point to define the slope plane. Input P1 Meas L st Stac...

  • Page 81: Roads

    S-Plane Once the plane is defined, the calculated -9.220m a and b values are updated as you move 5.635m telescope. distance measurement is required. * a: to P1 dist a: Distance between P1 and the point b: to P1-P2 offs that is perpendicular to the target point along the P1-P2 line S-Plane...
  • Page 82 Roads HZ Alignment VT Alignment Stn Setup Stake Out Roads 7.7.1 Define HZ Alignment Horizontal alignment consists of the following elements: start point, line, curve and spiral. To define a horizontal alignment, user should first input the detailed information (Chain, N, E coordinate) of start point.
  • Page 83 Roads Select “1.HZ Alignment” to enter into HZ Alignment define HZ Alignment function. VT Alignment Stn Setup [ENT] Stake Out Roads HZ Alignment Select “Define HZ AL”. Define HZ AL Edit HZ AL Receive HZ AL Delete HZ AL Start Pt Input chainage Input the chainage of start point, and N, 0.000...
  • Page 84 Straight After inputting AZ angle, press [ENT] to Input AZ angle 0°00’00” go to next input item. After inputting the [ENT] Len: length of the line, press [ENT]. Input Length [ENT] The display returns to alignment defining main menu, and displays chainage of the Define HZ line, end point and azimuth of this point.
  • Page 85 Define HZ The display returns to alignment defining main menu, and displays chainage of 20.000 end point of the arc and azimuth of this 85°22’30” point. Trns Transition In Define HZ AL screen press [Trns] to define transition. A transition consists of the minimum radius and arc length The rule of radius value is same as the rule of radius value.
  • Page 86 Point In Define HZ AL screen press [Pt] to define point. A point element consists of coordinate, radius and spiral factors A1 and A2. Radius, A1 and A2 can not be negative. As radius is entered, an arc with specified radius inserted between current point and next point.
  • Page 87 7.7.2 Edit Horizontal Alignment Data In the process of defining horizontal alignment, editing is available. Straight 20°00’00” Len: 10.000m Strt Prev Next Soft keys: [Strt]: Go to the beginning of the file, and displays the first alignment data. [End]: Go to the end of the file, and displays the last alignment data. [Prev]: Display the previous point data.
  • Page 88 7.7.3 Receive HZ AL STEP OPERATION DISPLAY HZ Alignment In HZ Alignment select “Receive HZ AL”. Define HZ AL Edit HZ AL Receive HZ AL Delete HZ AL Receive HZ AL Press [Comm] to set communication parameter, making the parameter consistent with setting...
  • Page 89 Delete HZ AL The program displays as the graph: * Sure? Abrt Press [OK] to delete horizontal alignment HZ Alignment data, all the horizontal alignment data in Define HZ AL internal memory will be deleted. Edit HZ AL The system returns to HZ Alignment [OK] Receive HZ AL screen.
  • Page 90 VT Alignment Select “Define VT AL”. Define VT AL Edit VT AL Receive VT AL Delete VT AL Define VT AL Input chainage, Input chainage, elevation and length, 10.000 elevation and then press [ENT]. ELEV: 20.000m length The length of start point and end point Len: 0.000m must be 0.
  • Page 91 Edit VT AL 03/05 Input new data and press [ENT]. 50.500 Input new data ELEV: 30.000m Len: 60.000m [ENT] Strt Prev Next Edit VT AL 03/05 Screen displays the modified new data. 50.500 Press [Prev] or [Next] to view and modify ELEV: 10.000m other data.
  • Page 92 7.7.8 Stn Setup You can use chainage to setup station when there is horizontal alignment data in internal memory. STEP OPERATION DISPLAY Roads In Roads menu select“3.Stn Setup”. HZ Alignment VT Alignment Stn Setup Stake Out Roads Input STN hen there is horizontal alignment data in memory, you can use [CH] to setup 1.000m [CH]...
  • Page 93 Backsight Set backsight point. Backsight point can be also set by chainage. Same as 1. XYZ Session 4. Key. 2. Angle 7.7.9 Stake out Roads To stake out alignment, the alignment type should be defined first. 2 methods of defining horizontal alignment are available: installing in the computer via the data communication software provided by Sanding Optic-Electric Equipment Co., Ltd;...
  • Page 94 Displays the alignment stake-out data. Input start chainage, chainage increment, and the horizontal distance between side chainage point and central StartC: line. Height distance is required if fill/dig Incre.: data is to be staked out. Input data O/S L: O/S L: Horizontal distance between the O/S R: left chainage point and central line.
  • Page 95 Stake out Enter to the Stake Out Roads screen. Roads The Operational steps are same as 48°56’52” point stake-out. Rotate the instrument 14.972m until the dAZ displays 0° 00'00". * Sight Press [MSR] Stake out Sight the target and then press [MSR 1] Roads or [MSR 2].
  • Page 96 10.000m After staking out, you can press [ENT] to 10.000m record the stakeout point. PT defaults to 6.180m [ENT] the last recorded PT+1, you can input code if necessary. Press [ENT] to record the point. List Stac Explanation for the Alignment Stake-Out screen: 1.000 O/S: 0.000m...
  • Page 97 Dig/fill is decided via the estimated height of hinge point. If the height is above the hinge point, the dig slope is used; otherwise the fill slope is used. STEP OPERATION DISPLAY 1.000 In the Stake-out main menu, input (or O/S: 0.000m select) the side chainage to be slope...
  • Page 98 Enter to the screen of Slope Stake Out function, input prism height, collimate the point that is to be intercepted near the Slope SO slope, and press [MSR1] or [MSR2] to start slope stake-out. The system will [MSR1]/ select an appropriate slope from the data [MSR2] input in last Step.

  • Page 99: Key

    In basic measurement screen, press to change the default feature code that will appear in the CD item when you record a point. Update the default code STEP OPERATION DISPLAY Display In basic measurement screen, press 30°21’50” [5] (Code) key. 273°13’45”...
  • Page 100 Display press [ENT] to return to BMS. 30°21’50” 273°13’45” [ENT] PT:1 1.000m Rec Pt Press [Rec/Ent] to see if the default code is the setting you just do. 1.000m RUIDE List Stac ※1) About method to input Code, please refer to “11.4.14.4 Add a Code”.

  • Page 101: Key

    When you press [DAT] in the basic measurement screen or in observation screens in functions such as Stakeout, 2Pt RefLine, etc, the data in the current job is displayed. Hold [DAT] for one second in the basic measurement screen or an observation screen to display the Data Type screen.

  • Page 102: Key

    If you use a certain function frequently in the field, you can assign it to the [USR1] or [USR2] key. Whenever you press a [USR] key, the function which is predefined is activated directly. The following functions can be assigned to the [USR] keys: Input HT Offset→...

  • Page 103: Menu Key

    11. MENU KEY Press [MENU] to display the MENU screen. 11.1 JOB 11.1.1 Open a Job STEP OPERATION DISPLAY Menu Press [Menu] key, a screen shows as the 1.Job 6.1 Sec. right graph. 2.Cogo 7.Adjust [Menu] 3.Set 8.Time 4.Data 9.Format 5.Comm 10.Info JobMgr.
  • Page 104 11.1.2 Create a New Job STEP OPERATION DISPLAY JobMgr. Press [New ] in the job list. * RUIDE 17-01-20 @ MQ 17-01-25 [New] R2-1207 17-01-25 SURVEY 17-01-26 Ctrl Info Create Enter a job name (within eight Enter a job characters), and press [Ent]. ※1) name Job: [Enter]...
  • Page 105 To change the setting in the selected field, press [ ]/[ ]; To move between fields, press [▲]/[▼]. Alternatively, to move to the next field, press [Enter]. Create a new job automatically while pressing [Enter] in the last field. 11.1.3 Delete Jobs STEP OPERATION DISPLAY...

  • Page 106: Coordinate Geometry (Cogo) Calculations

    Ctrl Press [Ctrl]. A confirmation screen Job<ON> appears. [Control] Job: R2-1207 * Set Ctrl job? Abrt JobMgr. Press [ENT] or [OK] to confirm, * RUIDE 17-01-20 otherwise cancel it by [ESC] or [Abrt] [ENT] 17-01-25 and return to the previous screen. If a @ R2-1207 17-01-25 control job is already assigned, the...
  • Page 107 11.2.1 Inverse Calculating 11.2.1.1 Inverse PT-PT Calculating angle and distance between two coordinates: PT-PT calculates the distance and the angle between two input points. STEP OPERATION DISPLAY Menu In the [Menu], press [2] or ([▼]+[Enter]). 1.Job 6.1 Sec. 2.Cogo 7.Adjust 3.Set 8.Time 4.Data...
  • Page 108 The system requests to enter the information of the point if the point doesn’t exist. It will return after the point is recorded. Input P1 If you press [ENT] without entering a point name, a coordinate input screen appears, and you can enter coordinates. These coordinates are not stored to the database.
  • Page 109 PT-PT The azimuth, horizontal distance, and 45°00’00” vertical distance from the first point to the dHD: 2.818m second point are displayed. Press [Dsp] dVD: 2.000m to switch between two pages. ※1) Next Page 2: PT-PT 1.414:1 70.71% rSD: 3.464m Next To go on PT-PT, press [Next];...
  • Page 110 Input P2 Enter the second point (P2) to define the baseline (P1-P2), and press [ENT]. Input P2 Meas Data List Stac Input P3 Enter the third point (P3) to define the second line (P1-P3). Press [ENT]. Input P3 Meas Data List Stac 3PT-Angle...
  • Page 111 In AZ&Dist menu press [1], AZ&Dist choosing AZ+HD. 1. AZ+HD 2. Store Input P1 Input point name of base PT and press [ENT]. About method to input, see “PT- Input P1 PT” Step e. Meas Data List Stac Input AZ Input azimuth, horizontal distance (HD) and vertical distance (VD) then press Input HD, dVD...
  • Page 112 Input P1 Input the point name of P1 and press [ENT]. About method to input, see “PT- InputP1 PT” Step e. Meas Data List Stac Input P2 Input P2 and press [ENT]. Input P2 Meas Data List Stac Input+AZ Enter the plus-minus angle, horizontal Input+AZ, HD, distance, and vertical distance from the +AZ:...
  • Page 113 1.879m A new point is calculated. The PT name 2.719m defaults to the last recorded PT + 1. 2.000m Press [ENT] to record the new point. List Stac Input P2 Screen returns to the point input screen. P1 (base PT) defaults to the previously recorded PT.
  • Page 114 Area: Press [Calc] to calculate the area and 64.000m2 perimeter. Perimeter: Press [Unit] to switch the unit of area. [Calc] 32.000m Press [Next] to add points to the graph. Press [Rec.] to record the area Unit Next Rec. calculating results. ※1) ※1) The first and last points that you entered are joined to close the area.
  • Page 115 LineOff. Enter the horizontal distance along the baseline (STA). ※1) STA: Input STA O/S: dVD: * Dist to P1 LineOff. Input horizontal distance perpendicular to the line (O/S). ※2) STA: 2.000m Input O/S O/S: dVD: * Offset to beeline LineOff. Input vertical distance (dVD).

  • Page 116: Settings

    11.2.5 Input Coordinates Manually STEP OPERATION DISPLAY COGO In Cogo menu press key [5] (or use [▼] 1. Inverse + [ENT]) to manually enter the XYZ 2. AZ@Dist coordinates. 3. Area 4. LineOff. 5. InputXYZ Enter the coordinates using the numeric Input keys.
  • Page 117 <Angle> Use [▲]/[▼] to move to items that need VA0: Zenith to change be changed. 5” [▲]/[▼] Ang: Azimuth <Angle> Press [ ]/[ ] to change the settings, and VA0: Zenith press [ENT]. 5” [ ]/[ ] Ang: 0 to BS If any of these settings are changed while a job is open, a confirmation screen <Angle>...

  • Page 118: View Records

    Dist. SeaLevel: ON/OFF C&R crn: OFF/0.14/0.200 Max Dist: 2000m/5000m (Select max range of laser distance measurement, only for reflectorless total station.) Order: NEZ/ENZ Marker: NEZ/XYZ/YXZ AZ 0: North/South Power off: 5 min/10 min/30 min/ OFF Power EDM off: Now/0.1 min/0.5 min /3 min /10 min/ OFF Sleep: 1 min/3 min/5 min/OFF Mode: Ruide/Setting Baud: 1200/2400/4800/9600 /19200/38400/57600/115200...
  • Page 119 11.4.1 View Raw Data STEP OPERATION DISPLAY Menu In [Menu] press numeric key [4] (or use 1.Job 6.1 Sec. [▼] + [ENT]) to enter into data function. 2.Cogo 7.Adjust [Menu] 3.Set 8.Time 4.Data 9.Format 5.Comm 10.Info View/Edit The data menu displays. Press numeric 1.
  • Page 120 the old raw record becomes raw data only. As a result, only one SS (RAW) record keeps its corresponding SS (XYZ) record. Other SS (RAW) records to the same point no longer have coordinates available. 11.4.1.1 ST Records ST (station) records contain “ST”, “HT”, “BS” and “AZ”. Press [Dsp] to view XYZ coordinates. When you assign a new ST point name in Stn Setup >...
  • Page 121 Record of temp, pressure and CO,Temp:26.0 prism constant (SY record)， Press:1023.0 hPa which are saved when you finish Prism:-30mm 2017.02.03 station setup. 11:19:00 11.4.2 Delete Raw Records STEP OPERATION DISPLAY RAW Data In the RAW Data screen, use [▲]/[▼] to F1,10, highlight the record that you want to F2,10,...
  • Page 122 11.4.3 Edit Raw Records STEP OPERATION DISPLAY RAW Data In RAW Data screen use [▲]/[▼] to F1,10, highlight the record that you want to edit. F2,10, (Or in data screen which appears after CP,9,V pressing [ENT].) Press [Edit]. SS,5 [▲]/[▼] Edit Srch Press [ENT]:...
  • Page 123 11.4.4 Search Raw Records In the RAW Data screen, press Srch to access the raw data search function. STEP OPERATION DISPLAY RAW Data In RAW Data screen, press [Srch]. F1,10, F2,10, [Srch] CP,9,V SS,5 Edit Srch Search RAW Input the search criteria. Data Type: List...
  • Page 124 RAW Data Detailed data for the selected record SS,10, appears. Press [ESC] to return to the SS,11, list. Press [Dsp] to change the fields SS,9,V shown. ※2), ※3) SS,5 Edit Srch ※1) If you select a type in the Type item, you do not have to enter a value in the CD item. Press [ENT] in the PT item to start the search.
  • Page 125 ※1)UP：uploaded point coordinates MP：manually input point coordinates CC：points calculated in Cogo RE：Points calculated in Resection. SS：Sideshots, All shots from the basic measurement screen are stored as SS records. ※2) When the Store DB setting is set to RAW+XYZ” or “XYZ”, shots in the basic measurement screen (SS records), in various O/S functions (SS records), in 2Pt.Ref.
  • Page 126 11.4.7 Edit Coordinate Data STEP OPERATION DISPLAY XYZ Data In XYZ Data screen, use [▲]/[▼] to SS,10, highlight the record that you want to edit. MP,10, (Or in data screen which appears after SS,9,V pressing [ENT]), press [Edit]. MP,5 Edit Srch Inp.
  • Page 127 Search XYZ Input the search criteria. Type: List Stac To find a point by name, enter the name Search XYZ in the PT field and press [ENT] twice. Type: List Stac You can use the wildcard. (*) in PT or Search XYZ CD field, for example: Input 30*, you can Type:...
  • Page 128 11.4.9 Enter Coordinates STEP OPERATION DISPLAY XYZ Data In XYZ Data menu, press [Input]. SS,10, MP,10, [Input] SS,9,V MP,5 Edit Srch Inp. A new input point screen. Displays. The 10.000m PT field defaults to the last recorded PT Input new data + 1, but you can change the value shown.
  • Page 129 After selecting the Data you want to 1.600m view, press [ENT] see more detailed [ENT] information. Press [ESC] to return to 0°00’00” the list. * Press [ENT] View Edit RAW Data Press [ENT] again display all the F1,10, observation data from the selected F2,10, [ENT] station.
  • Page 130 11.4.12 Edit Station Records The system will not recalculate the measurements if you change the station record. STEP OPERATION DISPLAY Stn Data In Stn Data list, use [▲]/[▼] to highlight ST,10, the record that you want to edit. (Or in ST,15, data screen which appears after ST,16,...
  • Page 131 11.4.13 Search Station Records STEP OPERATION DISPLAY Stn Data In Stn Data list, press [Srch]. ST,10, ST,15, [Srch] ST,16, ST,19, Edit Srch Search Stn Input the search criteria. Type: List Stac To find a point by name, enter the name Search Stn in the PT field and press [ENT] twice.
  • Page 132 functionality of these files is the same，i.e. Delete, Edit, Add points/codes and layer. The PT name list is useful if you have to handle more than one pattern of point names. For example, you may need to use points named PT=1, 2, 3 as well as PT=C1, C2, C3 The code list is a list of feature codes.
  • Page 133 11.4.14.2 Edit Points/Codes STEP OPERATION DISPLAY In the PT List use [▲]/[▼] to select the [▲]/[▼] points/ codes you want to edit, and press [Edit]. [Edit] Edit Edit Input new point name/code, and press Input PT/Code [ENT]. [ENT] * Max 16 char Edit A confirmation screen appears.

  • Page 134: Sec-Keys

    11.4.14.4 Add a Code STEP OPERATION DISPLAY FANGJIAN In the Code List press [Add]. LUDING XIEPO [Add] GONGLU Edit Enter the serial number in the CD field. Input CD and Input code content in Rec field. If you content Rec: RUIDE leave the REC field blank, the CD value is stored.
  • Page 135 1 Sec.key In 1Sec.Key menu, press [1] to enter 1.[MSR] >>Set [MSR] setting. 2.[Disp] Meas 1/2 3.[User] Meas Para 4.[SO] 5.[Data] There [MSR] keys, Meas Mode corresponding to [MSR1] and [MSR2] 1. Meas 1 keys under the screen. Each key has its [1] or [2] 2.
  • Page 136 [ ]/[ ] <DSP1> <DSP2> <DSP3> To move the cursor, use [ ]/[ ], [▲]/[▼]. To change the display item, [▲]/[▼] press / softkey. Press [ENT] or [Save] to save the changes. ※1) * Change Use Save [ENT] 1 Sec.key The sceen returns to 1Sec.key menu.
  • Page 137 Cogo(Menu) To assign a specific function from the Inverse sub-menu, press [▲]/[▼] to highlight AZ&Dist the function. Then press [ENT]. Area LineOff. Input XYZ After setting, press [ENT] to return 1 Sec.key to 1Sec.Key menu. 1.[MSR] 2.[Disp] >>Appoint [ENT] 3.[User] Function 4.[SO] [USR]Key...

  • Page 138: Date And Time

    11.5.5 [Data] Key Settings STEP OPERATION DISPLAY 1 Sec.key In 1 Sec. Key menu, press [5] to enter 1.[MSR] into [Data] setting. 2.[Disp] >>Set 3.[User] Data Type 4.[SO] [DAT]Key 5.[Data] 【Data type】 The asterisk (*) indicates the currently * 1. Raw Data selected view format.

  • Page 139: Format

    Enter the time in 24-hour format. The inputting method is same as inputting Date. Press [ESC] to cancel the input. 11.7 FORMAT Format 1.Delete All Data 2.Delete All Job 3.Initialization Delete All Datas: Delete all data in the memory, with the jobs and job settings unchanged. Delete All Job: Delete all files in the memory.

  • Page 140: Check And Adjustment

    12. CHECK AND ADJUSTMENT This instrument has undergone a strict process of checking and adjustment, which ensures that it meets quality requirement. However, after long periods of transport or under a changing environment, there may be some influences on the internal structure. Therefore, before the instrument is used for the first time, or before precise surveys, user should launch check and adjustment introduced in this chapter to ensure the precision of the job.

  • Page 141: Perpendicularity Between Line Of Sight And Horizontal Axis (2C)

    vertical line. As illustrated，Ａ′offsets from the center to the cross hair tilts, then need to adjust the reticle. Adjust 1. If the object A does not move along with the vertical line, firstly remove the eyepiece cover to expose the three or four reticle adjusting screws.
  • Page 142 Adjustments In Adjustment press “2. Collimation”. 1.VO Adjustments 2.Collimation 3.Inst.Constant 4.VADJ Set Collimation In Face I precisely collimate the target, Collimate the 24°15’00” and press [OK]. target [OK] Collimation Sight the target The System indicates “Turn to F2”. 204°15’22” in reverse Rotate the telescope, and collimate the position same target precisely in Face, press...

  • Page 143: Vertical Index Difference Compensation

    12.5 VERTICAL INDEX DIFFERENCE COMPENSATION Check 1. Mount and level the instrument and make the telescope parallel with the line connecting the center of the instrument to any one of the screws. Lock the horizontal clamp screw. 2. After turning on the power, zero the vertical index. Lock the vertical clamp screw and the instrument should display the vertical angle value.

  • Page 144: Optical Plummet

    VO Adjustments Collimate the System prompt “Turn to F2”. Rotate the 00°00’06” prism in reverse telescope, and collimate the same target 265°34’05” position precisely in FaceⅡ. Press [OK]. [OK] The setting is finished，screen displays “Set”, and turns back to Adjustments automatically.

  • Page 145: Instrument Constant (K)

    4. Adjust the four adjusting screws of the optical plummet with an adjusting pin until the center mark coincides with Point O. 5. Repeat the inspection and adjusting steps to make the instrument meets the requirements. 6. Replace the protective cover. 12.8 INSTRUMENT CONSTANT (K) Instrument constant has been checked up and adjusted in the factory, K=0.

  • Page 146: Parallel Between Line Of Sight And Emitting Photoelectric Axis

    Inst.Constant Input the constant, and press [OK] or Input constant [Enter]. Const: 0.0mm If not input, press [Abrt]. [OK] Abrt Adjustments Screen turns back to Adjustments menu. 1.VO Adjustments 2.Collimation 3.Inst.Constant 4.VADJ Set 12.9 PARALLEL BETWEEN LINE OF SIGHT AND EMITTING PHOTOELECTRIC AXIS Check 1.
  • Page 147 As illustrated in Chapter 10.8, mark ‘+’ on Point C, place the tine of the prism pole on the Point C and do not move during the inspection. Place the two feet tine of Bipod on the cross lines of Point E and F. Adjust the two legs “e’...

  • Page 148: Specification

    13. SPECIFICATION R2 PRO TELESCOPE Length 154mm Objective Lens Diameter Telescope: 45mm Distance Meter: 50mm Magnification Image Erect Field of View 1°30’ Resolving Power 3” Mini. Focus 1.0m DISTANCE MEASUREMENT Single Prism 5000m Non-Prism 400m 800m Accuracy - Prims Mode ±...
  • Page 149 Magnification Focusing Range 0.3m ~ ∞ Field of View 5° DATA STORAGE & INTERFACE Internal Memory >10,000 points or >20,000 coordinates Data Interface R232/SD Card/Mini-USB GENERAL Laser Class - EDM Class IIIA -Laser Class II Plummet Working Temperature -20° C ~ +50° C Battery Type Rechargeable Li-on Battery Battery Voltage...

  • Page 150: Error Code List

    14. ERROR CODE LIST ERROR CODE DESCRIPTION SOLUTION System Error 001 Error in opening the system parameter file Format. If format is invalidation, the instrument should be sent for repair. System Error 002 Error in opening files System Error 003 Error in initializing files System Error 004 Error in writing files...

  • Page 151: Appendix-A】Design Road Line Data

    【APPENDIX-A】DESIGN ROAD LINE DATA 1. RAW DATA The format of data transmitted from total station to the PC is as follows: RUIDE FORMAT: Take RTS item as example Data Transferred to PC Explanation CO,Ruide Raw data The type of transmitted data CO,RTS File name CO,Description:...
  • Page 152 MP,99,,20.000,3.000,6.000, CO,Pt:100 SO deltas N: E: Z:-3.131 SO,,,1.800,1.089,5.0432,84.5528, 22:40:28, Data of stake-out, the sequence is: ， ， ， target height, slope distance, HA, VA, time 2. COORDINATES DATA The format of uploaded/downloaded coordinate data is determined by user’s setting. For example: the coordinate format is set as: PointID, E，N，Z，Code 101,994.890,1000.964,100.113,RUIDE...
  • Page 153 Each recorded format is: (KEYWORD) nnn, nnn [, nnn] Here： START POINT stake number, E, N STRAIGHT azimuth, distance radius, arc length SPIRAL radius, length E，N[，A1，A2] (A1, A2: LENGTH) For example1： START 1000.000, 1050.000, 1100.000 STRAIGHT 25.0000, 48.420 SPIRAL 20.000, 20.000 ARC 20.000, 23.141 SPIRAL 20.000, 20.000 STRAIGHT 148.300, 54.679...

  • Page 154: Appendix-B】Calculate Road Alignment

    2) Road alignment data is managed by chainage. 1. ROAD ALIGNMENT ELEMENTS There are two ways to enter the alignment elements: 1) Download from PC. 2) Manually entered on the R2 series. How to enter the alignment data is explained below: Alignment Element Parameter...
  • Page 155 80.000 80.000 Enter the following data in the above way: 1750.000 1400.000 200.000 0.000 0.000 2000.000 1800.000 0.000 0.000 0.000 The format of the data above transmitted to computer is as follows: START 0.000，1050.000，1100.000 CRLF PT 1750.000，1300.000，100.000，80.000，80.000 CRLF PT 1400.000，1750.000，200.000，0.000，0.000 CRLF PT 1800.000，1800.000，2000.000 CRLF 2.
  • Page 156 (3) Calculation of transition coordinates         A  ..) 9360          A  ..) 1320 7560       ..) 9360 01024 01048576 0010734182 ...
  • Page 157  100 * tan(111°55′47″/ 2) +1.7(1 / sin111°55′47″) –1.7(1 / tan 111°55′47″) +31.891 =148.06015 + 1.8326 + 0.6844 +31.891 =182.468  (7) Calculation of the coordinate KA1            Bearing from BP to IP1 74°03′16.6″...
  • Page 158  Then CL=200 * 95°52′11″* =334.648 m     Tangent length 200 * tan(95°52′11″/ 2) =221.615 m tan( Each coordinates are computed:                 Here: ...
  • Page 159 The coordinates and the distance are calculated as below ： Compute the length of straight line Straight line     BP·KA1= 1249 1100 1574 1050 straight line KA2·BC      1575 1444 1536 1637 straight line ...

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