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Ruide RCS User Manual

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U S E R M A N U A L
Version: EN.1808

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  • Page 1 U S E R M A N U A L Version: EN.1808...

  • Page 2: Table Of Contents

    FORWORDS…………………………..2 KEY……………………………..26 PRECAUTIONS……………………………2 SAFETY GUIDE……………………………2 7.1 DISTANCE OFFSETS …………………………….26 1. OVERVIEW………………………………2 7.2 MEASURING ANGLE OFFSETS ………………...27 1.1 PART NAMES………………………………………..2 7.3 TWO-PRISM POLE ……………………………….27 1.2 DISPLAY……………………………………………..3 7.4 +HA LINE …………………………………………..28 1.3 KEYPAD……………………………………………...3 7.5 INPUT HD ………………………………………….29 1.4 SOFT KEYS………………………………………….3 7.6 CALCULATE A CORNER POINT ………………...29 1.5 SYMBOLS &...

  • Page 3: Forwords

    FORWORDS SAFETY GUIDE Thank you for purchasing Total Station RCS. INTEGRATED DISTANCE METER (VISIBLE This manual will give a detailed and complete LASER) instruction. Please read it carefully before using the instrument. Warning The total station is equipped with an EDM of a laser grade of 3R/Ⅲa.
  • Page 4 The following shows the explanation related to weakened to a degree that doesn‟t harm people. the key sections of the Standard. Laser instrument of Class 3R is applicable outdoors The internal EDM instrument equipped with a Class and in construction field (measurement, defining lines, 3R/III a Laser has a harmful distance of 1000m leveling).

  • Page 5: Overview

    1. OVERVIEW 1.1 PART NAMES 1. Battery 9. Horizontal Clamp Screw 2. Guide Light 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 6: Display

    1.2 DISPLAY Basic Measure 273°13’45” 89°13’45” Pt N R.HT 1.500 Meas Meas Angle Basic Measurement Menu 1.3 KEYPAD 1.4 SOFT KEYS Function Power ON/OFF Star key, includes quick settings for laser plummet, laser pointer, COMM parameter, PPM, light and sound, etc. Displays the Function Menu Menu 1.

  • Page 7: Symbols & Abbreviation

    Measures the distance with the mode this key has been predefined. Press it for 1 MSR1 second to view and change the measuring mode. Measures the distance with the mode this key has been predefined. Press it for 1 MSR2 second to view and change the measureing mode.

  • Page 8: Quick Setting(☆Key)

    Non-prism The target type Prism Reflector sheet Abbreviation List horizontal angle vertical angle slide distance azimuth angle horizontal distance vertical distance Horizontal angle (left): 360° -HA ratio of slope North coordinate East coordinate Elevation point height code atmospheric correction value Point 1 Point 2 instrument height...

  • Page 9: Preparation

    1. E bubble Setting the compensator 2. EMD laser Turn on/off the laser pointer 3. Plummet Turn on/off the laser plummet 4. Serial Comm Setting the comm. Parameters for RS232 port 5. PPM setting Setting the atmosphere correction 6. Power Setting backlight and power management 7.
  • Page 10 4) Precisely leveling by using the plate vial. a. Rotate the instrument horizontally by loosening the Horizontal Clamp Screw and place the plate vial parallel to the line connecting leveling screw A and B, and then bring the bubble to the center of the plate vial by turning the leveling screws A and B.

  • Page 11: Battery

    5) Precisely centering and leveling Through observation of optical plummet, slightly loosen the central connecting screw and move the instrument evenly (Don‟t rotate the instrument), making the instrument precisely collimating to the station point. Then tighten the central connecting screw and level the instrument precisely again. Repeat this operation till the instrument collimate precisely to the measurement station point.

  • 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: Routine Measurements

    Please refer to “2.2 Instrument Setup” for detailed leveling instruction. RCS 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 14: Hot Key

     1) All options in each item in measurement setting: Target: Prism, sheet and non-prism. PSM-C: Input prism constant directly (under prism mode). Scale: -999～999mm Mode: Single, 2 times, 3 times, 4 times, 5 times, Repeat, Tracking. Record: Enter to record, Auto record, Only measure. This mode controls the mode operation of [MSR1]/MSR2] in basic function.
  • Page 15 If the pressure unit is mmHg： 1hPa = 0.75mmHg  When disregarding atmosphere correction, set PPM value to 0. Standard atmospheric condition of Total Station RCS (i.e. the atmospheric condition that the atmosphere correction value of the instrument is 0): Pressure: 1013 hPa Temperature: 20°...

  • Page 16: Start Survey

     1)Type=prism/non prism/reflector sheet Constant=-999 - 999mm HT=-9999.999 - 9999.999mm 3.3.4 Enter a Field Note To enter a field note, press [HOT] and then press [4]. This function can be used at any time on any observation screen. Each note can be up to 50 characters. The note is stored as a CD record in the raw data.
  • Page 17 3.5.1 0SET Press [0 set] to set HA as 0, press [ENT] and then return to basic measurement screen. 0 set In Angle menu press [0 set] to enter to 0SET  function. Press [ENT], Program sets the current  Set HA to 0°? horizontal angle as 0, and returns to basic measurement screen.

  • Page 18: Job Management

    Select the item by [▲]/[▼], and then press  Default [ENT] to open the job. RUIDE001 ◄ * in front of the job means it is the current job RCS-02 ► Program sets the job as current job, and  SURVEY returns to MENU screen Delete...

  • Page 19: Delete Jobs

    In the job list，move the cursor to the job that  Default you want to delete by [▲]/[▼]. RUIDE001 ◄ Press [Delete] to delete the job.  RCS-02 ► SURVEY Delete Find Info Confirm  Press [OK] to confirm or [Cancel] to cancel.

  • Page 20: Key

    Job Info Press [Info] to display the job info, including the  Jobname RUIDE job name, number of records and time. Number Time 2018-04-02 15:06:25 Back Setting Rename To open the Station Setup menu, press in the BMS. 5.1 SET UP A STATION WITH KNOWN POINTS 5.1.1 Set up a Station with Known Coordinates...
  • Page 21 About determine backsight by inputting coordinates, there are two conditions: measuring to and not measuring to the backsight point. Measure the backsight point BS Pt Input the point name and target height, press  [Next] Pt N Sight the BS on Face-1 (F1), press [MSR1] or ...

  • Page 22: Multiple Point Resection

    5.1.2 Sight the Backsight by Entering the Azimuth Angle ANG Orientation  In BS select interface, Press 2, sight the Pt.N backsight by entering the azimuth angle. Azimuth Input a point name  R.HT Input the azimuth, press [OK]  Cancel Aim target Sight the backsight point on F1 and press [OK]...

  • Page 23: Set Station Directly

    --- You can use a maximum of 10 points in a resection. --- Measurements can be distance and angle, or angle only. --- Calculation starts automatically when enough measurements are taken. --- You can delete poor observations and recalculate if necessary. If the angle between known point 1 and known point is extremely acute or extremely oblique, the resulting solution will be less reliable geometrically.

  • Page 24: Height Transfer

    automatically. To calculate the AZ between two known points (ST and BS), use [Stn Setup]→[1.Known]. STN directly In [Stn Setup] press [3] to enter into STN  Pt N Directly function. Inst.Ht 1.500  Leave the Pt N field blank. BS Pt Input instrument hieight, press [ENT].

  • Page 25: Checking And Resetting The Backsight Direction

    Press [OK], The result dialog box is displayed,  Pt N press [OK] to confirm. Inst.Ht 1.200 To remeasure, press [Cancel].  4.561 3.338 1.561 Cancel  When the HI is changed, the Z coordinate is updated before the station is recorded. ...

  • Page 26: Coordinates Stakeout

    Ang/dist. SO Press [1] to display the input screen for the  Azimuth 30°00’00” distance and angle to the target. 1.500 Input the values and press [SO]  Azimuth: Horizontal angle to stakeout point R.HT 1.500 VD: Vertical distance from station point to stakeout point Back Adjust HA...

  • Page 27: Partline So

    Move the prism forward or backward  Right 0°00’00” according to the arrowhead until all the values turn 12.251 to be 0. Right 0.000  Press [ENT] to record the stakeout point. Fill 12.231  Press [Change] to stake out another point. Meas Meas Change...

  • Page 28: Refline Stakeout

    6.4 REFLINE STAKEOUT This function allows you to stake out a point based on the relationship to a specified line. RefL SO In [SO] menu press [4] to enter to Ref.Line  stakeout function. Enter the start point (P1) and the end point ...

  • Page 29: Key

    When only seeing the yellow light, move the prism to the right  When only seeing the red light, move the prism to the left.  When seeing both lights blinking alternately, it means the prism is in the correct line. ...

  • Page 30: Measuring Angle Offsets

    Save 2.969 The calculated coordinates are shown. Enter a  4.162 PT and CD value, press [ENT] to record. The display 7.327 returns to BMS. Pt.N Code Cancel Call 7.2 MEASURING ANGLE OFFSETS Angle O/S In [Offset] menu, press [2] to enter angle ...

  • Page 31: Ha Line

    Save Enter the distance between the second  P1-P2 prism and the target point. Alternatively, if you don‟t need QA P2-TGT  information, you can leave the distance between the first and the second prism blank. Back If you entered a P1-P2 distance, the QA ...

  • Page 32: Input Hd

    Save Press [ENT] to calculate the coordinates and  192°23’45” the raw data of the target point. 124°44’58” Enter a PT (and CD) value, and press [ENT] to  0.393 Record the point. The height of target is fixed to Pt.N 0.0000 for the offset point.

  • Page 33: Column

    Save If you take a measurement to a fourth point,  Pt.N the corner point can be calculated as the R.HT 1.500 intersection of two walls (P1-P2 and P3-P4). Code  Enter a PT (and CD) value and press [ENT], The target point is calculated and recorded as an SS record.

  • Page 34: Extend The Slope Distance

    7.8 EXTEND THE SLOPE DISTANCE Meas. In Page 2 of [Offset] menu, press [8] enter  192°23’45” the function for extending the slope distance 124°44’58”  Sight the target and press [MSR]. R.HT 0.500 Meas Meas Dist.offset 192°23’45”  Enter the slope distance You can enter any value from -99.99 through +99.99m.Press [ENT] to 124°44’58”...

  • Page 35: Reference Arc

    Sight the target and press [MSR] to start  2Pt.Ref.Line measurement. STA: Horizontal distance from P1 to the measure point along the P1-P2 line O/S: Horizontal offset from the P1-P2 line to the measured point R.HT 1.200 dZ: Vertical offset from the P1-P2 line to the Meas Meas measured point...

  • Page 36: Remote Distance Measurement

    2Pt.Ref.Line The instrument calculates the curve. If the  Radius 100.000 curve length (Len) is too large for a circle of the 100.00 given radius, it is shortened. If the curve is 192°23’45” reasonable, press [OK] to confirm. Sight the center of prism, and press [MSR]. ...

  • Page 37: Remote Elevation Measurement (Rem)

    AB-AC Sight the first point and press [MSR]. The  2.969 distance from the station point to the first point is 4.162 displayed. 7.327 Sight the second point press [MSR], the  R.HT 1.500 distances between 1 and 2 point are displayed. Sight the third point and press [MSR 1]/[MSR 2], ...

  • Page 38: 2-Pt Reference Plane (V-Plane)

    R.HT 1.200 In [Program] press [5] to enter REM function.  42°23’45” Enter the target height, Sight the target point  and press [MSR]. Meas Meas R.HT 1.200 Loosen the vertical clamp, and turn the  42°23’45” telescope to aim at the target point. The difference in elevation (Z) is displayed.

  • Page 39: 3-Pt Reference Plane (S-Plane)

    8.6 3-PT REFERENCE PLANE (S-PLANE) Measuring distance and offset values on the slope. S-Plane In the second page of [Program] press [7] to  enter 3-Pt Reference Plane (S-PLANE) function. Input the first point to define the slope plane.  Input the second point.

  • Page 40: Direct And Distance (Az&Dist)

    PT-PT Input the two points. These points can be  input manually, or call from the internal memory or measured on site.  Press [OK] The azimuth, horizontal distance, and  Input Call Meas. vertical distance from the first point to the second point are displayed.
  • Page 41 9.2.1 AZ+HD Direct&Distance Press [2] choose Direct&Distance and then  AZ+HD press [1] entering the AZ+HD function. Store Cancel AZ+HD Pt N Input the base point, azimuth, HD and VD.  Azimuth 25°00’00”  Press [OK] to calculate the coordinate. 1.257 0.150 Save...

  • Page 42: Calculate Area

    9.3 CALCULATE AREA Area calculation  In Cogo menu press numeric key [3] to enter to Pt001 Area calculating function. Pt002 ◄  Press [Add] to add the points until you have Pt003 ► defined all the points in the lot ...
  • Page 43 Line Offset Enter the STA, O/S and dVD  STA: the horizontal distance along the baseline. 1.000 O/S: the horizontal distance perpendicular 2.000 to the line. 0.500 dVD:vertical distance to the baseline Press [OK] to calculate the coordinate  Cancel Save ...

  • Page 44: Input Coordinates Manually

    Save Press [OK] to save the point  -5.408 8.565 0.393 Pt.N Code Cancel Call  A negative value in the Sta field means the opposite direction along the defined bearing line.  A negative value in the O/S field is for the left-hand side of the bearing line 9.5 INPUT COORDINATES MANUALLY Input Coord.
  • Page 45 curve(C-cureve), spiral(T-curve). Start In MENU, press [0] to enter the Road  StakeNo function. Azimuth  Select “1.HZ AL data” to enter into define HZ Alignment function. Then select “Define HZ AL”. Input the chainage of start point, and N, E ...
  • Page 46 Circle curve Press [C-curve] to enter into the curve  defining menu. Radius Input radius and arc length, and press [OK]  to record this data. ArcL The display shows the end chainage of the  curve and its azimut Back Spiral In Define HZ AL screen press [T-curve] to define transition.
  • Page 47 10.3 RECEIVE HZ AL Data import In HZ Alignment select “Import HZ AL”.  Select the file to be imported   Press [OK] to start File HZ AL.t Back Call 10.4 DELETE HORIZONTAL ALIGNMENT DATA The horizontal alignment data in internal memory can be deleted. Operation is shown below. Confirm ...
  • Page 48 10.6 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 or inputting manually in program “Road”. The vertical alignment data is unnecessarily to be defined, unless it is required to compute dig and fill. The method to define is similar to that of horizontal alignment.

  • Page 49: Data Management

    SO coordinate Press [Next], it shows the calculated  10.000 coordinate. 0.000  Press [Next] 0.000 Back Next Enters the Stake out interface.  Move the prism forward or backward  Right 0°00’00” according to the arrowhead until all the values turn 12.251 to be 0.

  • Page 50: Coordinate Data

    Raw data Press [Detail] to view the detail of the record.  25°00’03” Press [DSP] to view the next page.  125°00’03” Press [Edit] to edit the raw data  0.423 Pt N R.HT 1.200 Back Edit  SS：Sideshots (topo shots). All shots from the basic measurement screen are stored as SS records. CP：Shots taken in the Angle or Repeat menus, or in the basic measurement screen.

  • Page 51: Point Name List And Code List

    [OK] to export. RUIDE Job: The job to be exported FileName RUIDE.txt FileName: The file name in SD card Format RUIDE ◄|► Format: includes RUIDE, SDR33 and DataType Raw data ◄|► TOPCON format DataType: includes Raw data and Coordinates Back Call data.

  • Page 52: Memory And Format

    11.6 MEMORY AND FORMAT Users can view the memory status of the total station. Format function includes formatting the total station memory, formatting the point name and code data. Format 1. Format internal memory 2. Clean code data 3. Clean point name data Back 12.
  • Page 53 Adjust 1. Adjust circular bubble after plate bubble is centered. 2.Loosen the screw (one or two) opposite with bubble deflective direction; 3.Tighten the screw on the direction accordant deflective until circular bubble is centered; 4.Adjust three adjustment screws for several times until circular bubble is centered; 5.The force power fixing three adjustment screws must be consistent when circular level is centered at last.
  • Page 54 2. Sight object A in FaceI and read the horizontal angle value. (e.g.: Horizontal angle L=10°13′10″). 3. Loosen the vertical and horizontal clamp screws and rotate the telescope. Sight object A in FaceⅡand read the horizontal angle value. (e.g.: Horizontal angle R= 190°13′40″). 4.
  • Page 55 Adjust Adjustment Press [Menu]  1. V0 Adjustment Press [3] to enter the adjustment screen  2. EDM Constant  Press [1] to enter the V0 adjustment screen 3. Tilt Adjustment Back V0 Adjustment  In Face I, precisely collimate target and press Step 1 Front [OK].
  • Page 56 Otherwise, the following adjustment is required. Adjust 1. Take off the protective cover between the optical plummet eyepiece and focusing knob. 2. Fix the paper. Rotate the instrument and mark the point of the center of optical plummet which falls on the paper at every 90.
  • Page 57 ●Whether the prism center of Point B coincides with the Instrument Center is a significant step to inspect the accuracy. So on Point B the tripod or compatible tribrach should be used. It will decrease the difference. Input Instrument Constant: Adjustment Press [2] to enter the constant setting screen.
  • Page 58 12.11 RELATED PARTS FOR REFLECTOR 1. The Tribrach and Adapter for Reflector The plate vial and optical plummet in the adapter and tribrach should be checked. Refer to Chapter 10.1 and 10.8. for more information. 2. Perpendicularity of the prism pole As illustrated in Chapter 10.8, mark „+‟...

  • Page 59: Specification

    13. SPECIFICATION TELESCOPE Length 152mm Objective Lens Diameter Telescope: 45mm Distance Meter: 47mm Magnification Image Erect Field of View 1°30‟ Resolving Power 3” Mini. Focus 1.5m DISTANCE MEASUREMENT Single Prism 5000m Non-Prism 400m Accuracy - Prims Mode ± (2mm+2ppm x D)m.s.e. Non-Prism ±...
  • Page 60 Focusing Range 0.3m ~ ∞ Field of View 5° DATA STORAGE & INTERFACE Internal Memory 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 DC 7.4V Working Time...

  • Page 61: 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 System Error 002 Error in opening files repair. System Error 003 Error in initializing files System Error 004 Error in writing files...

  • Page 62: 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...
  • Page 63 ， ， ，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 102,993.936,1007.799,100.800,STN 103,998.515,1009.639,100.426,STN 104,1002.068,1002.568,100.342,STN 1001,1004.729,997.649,100.1153,PT 1002,1003.702,990.838,100.799,PT 1003,7911.990,990.358,100.403,PT...
  • Page 64 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 65: 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 RCS. How to enter the alignment data is explained below: Alignment Element Parameter...
  • Page 66 100.000 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 67 (3) Calculation of transition coordinates         A  ..) 9360          A  ..) 1320 7560       ..) 9360 01024 01048576 0010734182 ...
  • Page 68  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     c o s     s i n ...
  • Page 69  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 70 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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