STONEX R2 Manual
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STONEX R2 Manual

Total station r series
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STONEX R2
FOREWORDS ............................................................................................................... 1
1. NOMENCLATURE AND FUNCTIONS ............................................................... 4
1.1 NOMENCLATURE (take R2 as example in the full text) ........................ 4
1.2 DISPLAY .................................................................................................. 6
1.4 FIXED KEYS ............................................................................................ 7
1.5 TRIGGER KEY ........................................................................................ 7
1.6 SOFT KEYS（FUNCTIONAL KEYS） ................................................. 7
1.7 SYMBOLS ................................................................................................ 8
1.8 ICONS ....................................................................................................... 8
1.9 MENU TREE ............................................................................................ 9
1.10 AUTO POWER OFF ............................................................................. 10
2. PREPARATION FOR MEASUREMENT ............................................................ 11
2.1 UNPACKING AND STORE OF INSTRUMENT .................................. 11
2.2 INSTRUMENT SETUP .......................................................................... 11
2.3 BATTERY POWER REMAINING DISPLAY ....................................... 13
2.4 REFLECTOR PRISMS ........................................................................... 14
2.5
MOUNTING AND DISMOUNTING INSTRUMENT FROM TRIBRACH
2.6 EYEPIECE ADJUSTMENT AND COLLIMATING OBJECT .............. 15
2.7 INPUTTING MODE ............................................................................... 16
2.7.1 Inputting Character ................................................................................... 17
2.7.2 Editing Character ...................................................................................... 18
2.7.3 Deleting Character .................................................................................... 18
2.7.4 Inserting Character ................................................................................... 19
2.8 POINT SEARCH .................................................................................... 20
2.9 WILDCARD SEARCH ........................................................................... 22
3. ROUTINE MEASUREMENT .............................................................................. 23
3.1 DISTANCE SURVEY CAUTIONS ........................................................ 23
3.2 EDM SETTINGS .................................................................................... 24
3.2.1 Setting EDM Mode .................................................................................. 24
3.2.2 Setting Distance Measurement Type ........................................................ 25
3.2.3 Setting the Prism Constant ....................................................................... 26
3.2.4 Setting Atmosphere Data .......................................................................... 27
3.2.5 Grid Factor ............................................................................................... 30
3.2.6 Viewing Signal of Distance Measurement ............................................... 31
3.2.7 Setting Multiplication Constant ................................................................ 32
3.3 START SURVEY .................................................................................... 33
3.3.1 Setting Horizontal Circle .......................................................................... 33
CONTENT
1
.......... 15

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Summary of Contents for STONEX R2

  • Page 1 STONEX R2 CONTENT FOREWORDS ....................... 1 1. NOMENCLATURE AND FUNCTIONS ............... 4 1.1 NOMENCLATURE (take R2 as example in the full text) ......4 1.2 DISPLAY ....................6 1.4 FIXED KEYS .................... 7 1.5 TRIGGER KEY ..................7 1.6 SOFT KEYS（FUNCTIONAL KEYS） ..........7 1.7 SYMBOLS ....................
  • Page 2 STONEX R2 3.3.2 Setting the Instrument Height and Prism Height ........35 3.3.3 Measurement .................... 36 3.3.4 Coding ...................... 37 3.3.5 Quick Code ....................41 4. FUNCTIONS ......................43 4.1 LEVELING ..................... 44 4.2 TARGET OFFSET .................. 45 4.3 DELETING LAST RECORD ..............47 4.4 MAIN SETTINGS ..................
  • Page 3 STONEX R2 5.8.1 Inverse & Traverse ................... 96 5.8.1.2 Inverse ....................100 5.8.2 Intersections ................... 101 5.8.2.1 Bearing-Bearing .................. 101 5.8.2.2 Bearing-Distance Intersection ............. 103 5.8.2.3 Distance-Distance Intersection ............105 5.8.2.4 By Points ..................... 106 5.8.3 Offset ...................... 108 5.8.3.1 Distance-Offset ..................108 5.8.3.2 Point-Offset ..................
  • Page 4 STONEX R2 6.2.4 Deleting Known Points ................158 6.3 MEASUREMENT DATA ..............158 6.3.1 Viewing Measurement Data ..............158 6.3.2 Deleting Measurement Data ..............162 6.4 CODING ....................162 6.4.1 Manual Code Input ................. 163 6.4.2 Viewing Code ..................164 6.4.3 Deleting Code ..................

  • Page 5: Forewords

    5. High Precision and Long Measuring Range The measuring range of STONEX R Series Total Station is 2.4 km with single prism. 6. Reliable Water and Dust Proof Function R Series Total Station boasts water and dust proof function, which realizes a breakthrough in terms of the hardware performance of total station.
  • Page 6 11. Unless the user is a maintenance specialist, do not attempt to disassemble the instrument by yourself even if you find the instrument abnormal. 12. Since Reflectorless Total Station R2 emits visible laser, do not sight the eyes in use.
  • Page 7 STONEX R2 Continuously looking straight at the laser beam is harmful. Prevention: Do not stare at the laser beam, or point the laser beam to others‟ eyes. Reflected laser beam is a valid measurement to the instrument. Warning: When the laser beam emits on prism, mirror, metal surface, window, etc., it is dangerous to look straight at the reflex.

  • Page 8: Nomenclature And Functions

    STONEX R2 1. NOMENCLATURE AND FUNCTIONS 1.1 NOMENCLATURE (take R2 as example in the full text) Battery Battery Locking Lever Objective Lens Collimator Horizontal Tangent Display Screw Horizontal Clamp Screw Leveling Screw...
  • Page 9 STONEX R2 Telescope Grip Telescope Focusing Telescope Knob Focusing Knob Instrument Center Mark Eyepiece VerticalClamp Screw Plate Vial Vertical Tangent USB port and SD Port Tribrach Lock Base...

  • Page 10: Display

    Refer to section 2.3 “Battery Power Remaining Display”. The chart above is the display screen. It is possible that local software versions are different from the basic version. 1.3KEYPAD It takes R2 for example here.

  • Page 11: Fixed Keys

    STONEX R2 1) Focus (Actively measured field) 2) Icons 3) Fixed keys (Keys with firmly assigned functions) 4）Alphanumeric keys 5) Navigation keys (Control of input bar in edit and input mode or control of focus bar.) 6) Soft keys (Are assigned the variable functions displayed at the bottom of the screen.) 7) Soft bar (Displays functions that can be called up with the Soft keys.

  • Page 12: Symbols

    STONEX R2 meaning of each soft key depends on the applications/functions currently active. Soft Keys： Function [All] Starts angle and distance measurements, and saves measured values. [DIST] Starts angle and distance measurements without saving measured values. [REC] Saves displayed values.

  • Page 13: Menu Tree

    STONEX R2 The battery symbol indicates the level of the remaining battery capacity (80% full shown in the example). Compensator status icons： Compensator is ON Compensator is OFF Character/Number inputting mode icons： 01 Numeric Mode AB Alphanumeric Mode 1.9 MENU TREE [Menu]>F1-F4 is to confirm the selected menu.

  • Page 14: Auto Power Off

    STONEX R2 ----Known points ----Measurements ----Codes ----Initialize Memory ----Memory Statistic MENU (P2) Adjustment ----------------V- index ----Hz-collimation ----Horizontal Axis ----VO/Axis (Cons, list) ----lnst.Constant ----Tilt Parameter ----State Comm Parameters ------Baudrate ----DataBits ----Parity ----End Mark ----Stop Bit Data Transfer ------------Data Send ---- Job...

  • Page 15: Preparation For Measurement

    STONEX R2 2. PREPARATION FOR MEASUREMENT 2.1 UNPACKING AND STORE OF INSTRUMENT ² Unpacking of instrument Place the case lightly with the cover upward, and unlock the case, take out the instrument. ² Store of instrument Cover the telescope cap, place the instrument into the case with the vertical clamp screw and circular level vial upwards (Objective lens towards tribrach), and slightly tighten the vertical clamp screw and lock the case.
  • Page 16 STONEX R2 ② Turn the leveling screw C to move the bubble to the center of the circular vial. 4) Precisely leveling by using the plate vial ① 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 17: Battery Power Remaining Display

    STONEX R2 optical plummet to make the reticle distinctly. Hold the other two unfixed legs with both hands and adjust position of these two legs through observation of optical plummet. As it approximately aims at the station point, make all three legs fixed on the ground. Adjust three leg screws of the instrument to make optical plummet collimate precisely to the station point.

  • Page 18: Reflector Prisms

    STONEX R2 previous one. Pay particular attention to this when switching angle measurement mode to distance measurement mode, because insufficient battery power might lead to interrupted operation. ● Before outdoor operation, battery power status should be well checked. ③ When the measurement mode is changed, the battery power would not immediately show the decrease or increase.

  • Page 19: Mounting And Dismounting Instrument From Tribrach

    STONEX R2 2.5 MOUNTING AND DISMOUNTING INSTRUMENT FROM TRIBRACH ² Dismounting If necessary, the instrument (including reflector prisms with the same tribrach) can be dismounted from tribrach. Loosen the tribrach locking screw in the locking knob with a screwdriver. Turn the locking knob about 180° counter-clockwise to disengage anchor jaws, and take off the instrument from tribrach.

  • Page 20: Inputting Mode

    [F4] to switch between number and letter inputting mode. ²Sign The characters which can be input in R2 Total Station Instrument are： A～Z . / $ % _ @ & * ？！ + － etc. +/－：In number/letter inputting mode, "+" and "-" are treated as normal alphanumeric characters with no mathematical function.

  • Page 21: Inputting Character

    2.7.1 Inputting Character For STONEX R2: each key is defined with three characters and a figure, as entering the number/letter inputting mode, every time you press the keypad, a letter would occur at the cursor, and a number occurs by pressing four times. As the needed character/fig occurs, the cursor moves automatically to the next item.

  • Page 22: Editing Character

    STONEX R2 2.7.2 Editing Character Input characters can be edited. OPERATIONAL STEPS OPERATION DISPLAY 【Measure】 Pt ID： STONEX RHT ： 1.500 m ① Press navigation key 0°00′00″ HZ： move the cursor to the character 90°00′00″ V： needed to edit. ：...

  • Page 23: Inserting Character

    Ⅰ ---.--- m ： ---.--- m ↓ DIST RECORD 2.7.4 Inserting Character If you omit a certain character in inputting, e.g.: “STONEX”has missed out an“N” ， you can insert the character. OPERATIONAL STEPS OPERATION DISPLAY 【Measure】 Pt ID： STONEX RHT ：...

  • Page 24: Point Search

    STONEX R2 【Measure】 ③ The cursor stays at the inserted Pt ID： STONEX empty character, input the omitted RHT ： 1.500 m character (here, input “N”). ‴1) 0°00′00″ HZ： Input [N] 90°00′00″ V： ： Ⅰ ---.--- m ： ---.--- m INSERT DELETE CLEAR NUMBER 【Measure】...
  • Page 25 STONEX R2 【Pt Searching 】 ② Display 1/25 searching result. Known Meas Meas navigation key to select the point, Meas after the point you need is found, press [F4] Meas [F4] (OK) or [ENT] to return to last Or[ENT] Meas VIEW menu.

  • Page 26: Wildcard Search

    STONEX R2 [JOB] Select the pointID in another different job ③If not find the pointID you need in 【Pt Search】 present job, you can choose it in JOB ： ANDG another job or input coordinate by [F3] Pt ID： More Job hand in the selected job.

  • Page 27: Routine Measurement

    STONEX R2 A*1 All points of any length with an “A” as the first character and a “1” as the third character are found. (e.g.：AD1, AR100, AS16) OPERATIONAL STEPS：(taking “*” as an example) OPERATIONAL STEPS OPERATION DISPLAY 【Set.Stn】 ①In Program, press Surveying, after...

  • Page 28: Edm Settings

    STONEX R2 F1-F4 Start the corresponding function NOTE: Measurements to strongly reflecting targets such as to traffic lights in infrared mode should be avoided. The measured distances may be wrong or inaccurate. When the [MEASURE] (Trigger Key) is triggered, the EDM measures the object which is in the beam path at that moment.

  • Page 29: Setting Distance Measurement Type

    Laser (IL) EDM, as well as reflector with prism, non-prism, and reflective foil. User can set them according to the requirements of the job. STONEX R2 Total Stations are only equipped with laser EDM function, which requires that the prism is in accordance with the prism constant.

  • Page 30: Setting The Prism Constant

    STONEX R2 OPERATIONAL STEPS OPERATION DISPLAY 【EDM Setting】 ① After entering into EDM Setting EDM Mode： Fine [s] screen, press to move to reflector Reflector： Prism Prism： 30.0mm item. ↓ ATMOS GRID SET. 【EDM Setting】 ②Press to select the reflector EDM Mode：...

  • Page 31: Setting Atmosphere Data

    STONEX R2 【EDM Settings】 EDM Mode： Tracking ② Input prism constant and press Input-30 Prism： -30.0mm [ENT]. ‴1)～‴2) [ENT] ↓ ATMOS GRID ③ After 【EDM Settings】 finishing setting, press [F3](SET) return measure function. [F3] Quit the parameter？ If to cancel the settings, press [ESC], a dialog will appear as the right picture.
  • Page 32 STONEX R2 …………………………. Oblique Distance NOTE: The atmosphere refraction modulus of this instrument has been set as: K=0.14. It also can be set shut: (0 VALUE) OPERATIONAL STEPS OPERATION DISPLAY 【EDM Settings】 EDM Mode： Tracking ①In EDM Settings screen, press [F1]...
  • Page 33 STONEX R2 ●The calculating formula for atmospheric correction is as follows: (calculating unit：meter) 0.2900 ³ Pressure Value（hPa） PPM = 273.8 - 1 + 0.00366 × Temperature value（‵） If the pressure unit adopted is mmHg: make conversion with: 1hPa = 0.75mmHg.

  • Page 34: Grid Factor

    STONEX R2 【Atmosphere Data】 ④Input pressure e.g.: input 1020 hPa, and press [ENT], Input 1020 Retr.Corr： 0.14 the atmospheric correction value will Temp： 26‵ Pressure： 1020.0 hPa be calculated by the procedure, the [ENT] Atmos PPM： 3 PPM cursor will move to the refraction modulus.

  • Page 35: Viewing Signal Of Distance Measurement

    STONEX R2 HD = Grid Note: 1.Inputting range of scale:0.990000 ～ 1.010000. The default value: 1.00000 2.Inputting range of average altitude:-9999.8 ～ 9999.8 The average altitude value is rounded off to the nearest tenth and the default value is zero...

  • Page 36: Setting Multiplication Constant

    STONEX R2 OPERATIONAL STEPS OPERATION DISPLAY 【EDM Settings】 ①In EDM setting screen, press [F4] EDM Mode： Tracking ( ↓ ) to display the second page [F4] Reflect: Prism Prism： 30.0mm menu, press [F1] to check the signal of [F1] distance measurement.

  • Page 37: Start Survey

    STONEX R2 【EDM Settings】 EDM Mode： Tracking ③Press [F4] to save the setting and [F4] Reflect: Prism Prism： 30.0mm return to EDM setting menu. ↓ ATMOS GRID 3.3 START SURVEY The routine survey is divided into four pages of menu, including all routine measurement...
  • Page 38 STONEX R2 【Measure】 Pt ID： RHT： 1.500 m ②Press [F4]( ↓) twice and turn to [F4] 50°20′00″ HZ ： the third page of soft key. Press [F1] [F4] 82°00′00″ V ： (SET Hz) to set horizontal angle. [F1] ： Ⅰ...

  • Page 39: Setting The Instrument Height And Prism Height

    STONEX R2 【Measure】 ④ Return to measure function, the Pt ID ： RHT ： 1.500 m horizontal angle set just now is 0°00′00″ HZ ： displayed, here takes setting zero as an ： 90°00′00″ example. ： Ⅰ ---.--- m ‴4)～‴5) ：...

  • Page 40: Measurement

    STONEX R2 【Measure】 Pt ID： ③As all inputting items are finished, RHT： 1.500 m 00°00′00″ HZ： press [F4](SET) to keep the data of [F4] 90°00′00″ V： measurement station and return to ： Ⅰ ---.--- m measure function. ： ---.--- m ↓...

  • Page 41: Coding

    STONEX R2 [F2]OFF: Sector Beep switched off. Sector Beep Example: From 95.0 to 99.5 gon (or from 105.0 to 100.5 gon) a “Fast beep” sounds. From 99.5 to 99.995 gon (or from 100.5 to 100.005 gon) a “Permanent beep” sounds.
  • Page 42 STONEX R2 【Measure】 Pt ID ： Code： STONEX ②Input the code, and press [F4](↓) to RHT： 1.500 m display the second page soft key, here, Input the code 63°40′50″ HZ： 94°33′51″ Ⅰ the single coding being input will not V：...
  • Page 43 STONEX R2 CODE: Code name DESC: Additional remark Info1: Editable information including more content …… Info8 ： Lines After Code Search function is started, if the code name is already in the code storeroom, it can be edited. Here the edited data can not be kept in the code storeroom any more.
  • Page 44 STONEX R2 【Code Search】 1/2 ▼ Select / Input new code！ Edit Search： ②Expand/edit the coding attributes, as coding Code ： Desc ： one item is input, press ENT to move attributes --- --- Info1 ： --- --- the cursor to the next item.

  • Page 45: Quick Code

    STONEX R2 【Code Search】 1/2▼ Select / Input new code！ ① Individual code blocks can be Input Search： entered directly via keypad. Once an coding Code： --- --- Desc ： --- --- item is finished, press ENT to move attributes Info1 ：...
  • Page 46 A total of 100 codes can be assigned; you may create codes with “Codelist Manager” provided by STONEX Company, and transfer to the instrument. Each code can be assigned a unique one or two digit number in the “Codelist Manager”.

  • Page 47: Functions

    STONEX R2 【Measure】 ④Procedure starts code searching to Pt ID： search the quick coding in internal Code： CODING memory. RHT： 1.500 m If find the quick coding corresponding 63°40′50″ HZ： 94°33′51″ Ⅰ to the code, then the survey function V:：...

  • Page 48: Leveling

    Please refer to “2.2 Instrument Setup” for detailed leveling instruction. STONEX R2 Total Station compensates the vertical angle reading due to inclination of the vertical axis in the X directions.

  • Page 49: Target Offset

    STONEX R2 the display of vertical angle is unstable. You can switch off the auto tilt correction function of vertical angle. If the mode of auto correction has been activated, (single axis, see “4.4 Main Settings”), in the condition that the instrument has not been leveled, the program will demand that the instrument must be leveled at first, so as to enter other functions.
  • Page 50 STONEX R2 【Target Offset】 ②Press [F2] to enter into Target Offset [F2] Input Offset! function. T_Offset : 0.000m Input the offset values (length, cross Input L_Offset : 0.000m H_Offset : 0.000m and/ or height offset values).Define the offset values, period for which the offset is to apply.

  • Page 51: Deleting Last Record

    STONEX R2 【Measure】 When the “Permanent” is selected, the PtID： R.HT： 1.500 m program will always display the data 0°00′00″ HZ： added the offset correction. 90°10′50″ V： ： Ⅰ 2.568 m ： 1.689 m ↓ DIST RECORD 【Target Offset】 Input Offset! ⑦...

  • Page 52: Main Settings

    STONEX R2 ②Press [F3] to delete the last record, Sure delete final record? [F3] as shown on the right. CANCEL 【Measure】 ③Press [F4] to confirm the deleting. P + ID： R.HT： 1.500 m If not, press [F1] (CANCEL), the 0°00′00″...
  • Page 53 STONEX R2 【Setting】1/4 ▼ ③ Press navigation key CONTRAST： select other modes of this setting, and TriggerKey [ENT] press [ENT] or to move on to the User Key Light V SETTING Zenith next setting. ‴1) ： Tilt Grn Coll. Crn 【Setting】2/4...
  • Page 54 STONEX R2 The trigger key is right above the Power Key. TriggerKey All/ Dist/OFF Trigger key deactivated. Trigger key with same function as the [All] key. Dist Trigger key with same function as the [Dist] key. Light/Level/HT Transfer/Offset/ One function from the Function menu. Customers can Code/Dist.Unit/...
  • Page 55 STONEX R2 The beep is an acoustic signal after each key stroke. Beep ON/OFF ON: Beep switched on. OFF: Beep switched off. HZ Incrementation Direction: Set right HZ for “clockwise direction Right Ang: HZ <=> Right Ang / Left measurement”.

  • Page 56: Height Transfer

    STONEX R2 ‵ / ℉ ²‵ Temp. Unit Degree Celsius ²℉ Degree Fahrenheit ²hPa Hecto Pascal ²mbar Press Unit hPa/mbar/mmHg/in Milliba ²mmHg Millimeter mercury column ²inHg Inch mercury column Code Rec. Save before / Sets if the code block is saved before or after the measurement (see “3.3.4 Coding”)
  • Page 57 STONEX R2 【Function】1/4 ▼ F1 Level F2 Target Offset F3 Delete Last Record F4 Main Settings ① Press [FNC] to enter into the Function menu. Press [PAGE] to turn PAGE to Page 2. 【Function】 Height Transfer Hidden Point Free- Coding Check Tie 【Height Transfer】...
  • Page 58 STONEX R2 【Height Transfer】 ⑤Select the known point and input the Select Target Meas! reflector height. Pt ID： --- --- The amount of known points is [F1] R. HT： 1.500 m shown on the upper-left corner of the Input known H / Z ：...
  • Page 59 STONEX R2 【Height Transfer】 ⑥When the screen displays the height Select Target Meas! of known point, press [F1](All) or [F1] Pt ID： [F2](DIST) + [F3](RECORD) to start R. HT： 1.500 m measuring. The height of station can be [F2] H / Z ：...

  • Page 60: Hidden Point Measurement

    STONEX R2 【Height Transfer】 ⑨After the Face measurement, return Select Target Meas! to the result menu, and press [F1](Add Pt ID： Pt), follow the steps ⑤ ~ ⑧ R. HT： 1.500 m continue the measurement of the next [F1] H / Z ：...
  • Page 61 STONEX R2 1. E, N, H of Hidden Point 2. Rod Length 3. Distance R1-R2 OPERATIONAL STEPS OPEATION DISPLAY 【Function】 2/4 ① Press [FNC] to enter into the F1 Height Transform Function menu. Press [PAGE] to turn [FNC] F2 Hidden Point F3 Free-Coding to Page 2.

  • Page 62: Checking Tie

    ‴1) Rod Length: Total length of hidden-point rod. Dist R1-R2: Spacing between the centers of reflector R1 and R2. Meas. Tol: Limit of the difference between the given and measured spacing of the reflectors. If the tolerance value is exceeded, the program will prompt a warning.
  • Page 63 STONEX R2 OPERATIONAL STEPS OPEARTION DISPLAY 【Measure】 Pt ID： R. HT： 1.500 m ① In Measure menu, measure 2 points H / Z ： 10.0000 m that are used to check tie. ‴1) ： ---.--- m Ⅰ ↓ DIST SEARCH 【Function】1/4...

  • Page 64: Tracking

    STONEX R2 4.8 TRACKING Switch on or off the tracking measurement mode. The new setting is displayed for approximately one second and then set. The function can only be activated from within the same EDM type and prism type. OPERATIONAL STEPS...

  • Page 65: Setting Job

    STONEX R2 Find further information about individual start-up programs on the subsequent pages! 5.1 SETTING JOB All data is saved in JOBS, like directories. Jobs contain measurement data of different types (e.g. measurements, codes, fixed points, stations, etc.) and are individually manageable and can be readout, edited, or deleted separately.

  • Page 66: Calling Up A Job From Internal Memory

    STONEX R2 View Job PLAN.RAW 10-00 ④Display file list, press [F4] (P1 ↓) STON.RAW 10-08 to show the second page of features. [F4] DDDO.RAW 10-09 Press [F1] (new), create a working Attr. PrevPG NextPG file.） Rename DELETE ⑤Enter job name, and operator name...

  • Page 67: Setting Station

    STONEX R2 ②Press [F1] (list) into the disk list. ‴ [F1] View job Disk:A Disk:B [F4] Disk: A local disk Disk: B insert the SD card (if the disk partition has enough space, it will show C / D ... disk, does not support Attr.

  • Page 68: Calling Up A Job From Internal Memory-[Search]

    STONEX R2 5.2.1 Calling up a Job from Internal Memory-[SEARCH] STEPS: 1. Select a PtID stored in internal memory. 2. Input instrument height. [OK] Sets the station. OPERATIONAL STEPS OERATION DISPLAY 【Setting Meas】 ①Press [F2] in Setting Meas menu to [*] F1 Setting Job enter into Setting Station menu.

  • Page 69: Calling Up Known Point In Internal Memory-[List]

    STONEX R2 【Pt Search】 You can call up PtID from other jobs to station. Press [F1] Job : STONEX (SEARCH). If the point is found, press Pt. ID: More Job [OK] in Pt Search menu to set it as the Select job / input Pt.
  • Page 70 STONEX R2 Setting Station Input Station PtID! ②In Setting Station menu, press [F2] [F2] Stn Pt: --- --- --- (LIST) SEARCH LIST 【Point Search】 Known ③ Data of all known points and Meas. Meas. measured points will be displayed. Meas.

  • Page 71: Inputting Coordinate Manually

    STONEX R2 5.2.3 Inputting Coordinate Manually STEPS: 1.Press [ENH] to display the Input Coordinate menu. 2. Input PtID and coordinate. 3. Press [SAVE] to save the station coordinate. Then input instrument height. If no station was set or no application started and if in “Measure” [All] or [REC] was activated, then the last station is set as the current station.

  • Page 72: Manually Inputting

    STONEX R2 known coordinates. 5.3.1 Manually Inputting STEPS: 1. Press [F1] to input a random HZ-orientation. 2. Input HZ-direction, reflector height and PtID. 3. Press [All] to start measurement and set orientation. 4. Press [RECORD] to record HZ-direction and set orientation.

  • Page 73: With Coordinates

    STONEX R2 5.3.2 with Coordinates A target with known coordinates can also be used to determine the orientation. The number of known points can be one or more. This series of instrument provides a method of backsight point orientation with a maximum of 5 known points.
  • Page 74 STONEX R2 OPERATIONAL STEPS OPERATION DISPLAY 【 Orientation 】 ① Press [F2] to select the method to set orientation. [F2] Set manually Known Point 【Known Pt】 ② Input the backsight PtID and press Input [ENT]. backsight Input BsPt! BsPt ：...
  • Page 75 STONEX R2 【Known Pt 】 1/2 1/I ▼ ④ Collimate Backsight Point 1, press Bs Pt： [F1] (All) or [F2] (DIST) to start [F1] R. HT： 1.860 m measurement orientation with 0°00′00″ HZ： coordinate. [F2] 90°00′00″ V ： [EDM]: change the EDM setting.
  • Page 76 STONEX R2 OPERATIONAL STEPS OPERATION DISPLAY 【Known Pt】 ① Input the first backsight PtID and Input PtID Input BsPt! reflector height, and press [ENT] BsPt ： enter into backsight [ENT] R. HT： 1.860 m measurement function. LIST 【Known Pt 】...
  • Page 77 STONEX R2 【Known Pt 】 ④ In backsight orientation dialog, Input Bs Pt! input the PtID previously measured in Bs Pt： 1.254m R.HT： Face Ⅰ. Please follow Step ③ of 90°00′00″ V ： single point orientation. LIST 【Known Pt 】 1/2 ▼...

  • Page 78: Displaying Residuals

    STONEX R2 【Setting Meas】 ⑨If the residuals are OK, press [F1] to return to Orientation Result dialog. [*] F1 Setting Job Then press [F4] (OK) to set the [F1] [*] F2 Setting Station [*] F3 Set Orientation calculated HZ orientation, the screen...

  • Page 79: Applications

    STONEX R2 Orientation Residuals BsPt： 0°00′02″ △Hz ： △ ： -0.005 m △ ： 0.003 m BACK △ ： Height correction △ ： Correction of the horizontal distance △Hz ： Correction of HZ angle. SIGNIFICANT INFORMATION If the orientation is only measured in telescope Face II, the HZ orientation is based on telescope Face II.

  • Page 80: Surveying

    STONEX R2 Calling up applications and activating start programs. Press [PAGE] to turn to next page. 5.5 SURVEYING The measurement of an unlimited number of points is supported in surveying program. It is comparable to “Measure”, excluding stationing, orientation and coding.

  • Page 81: Individual Point

    STONEX R2 【Measure】 1/3 ③ Input reflector height, press [ENT] PtID： Input prism R. HT： 1.860 m to move to next item. Enter the code if height Code: ------ necessary. 0°00′00″ HZ： 90°00′00″ V ： Ⅰ [ENT] ： ---.--- m ↓...
  • Page 82 STONEX R2 Indiv P |← 【Measure】 PtID： --------- R. HT： 1.860 m ② Press[F2] (Indiv start [F2] Code : STONEX Individual Point function. The item of 0°00′00″ HZ： V ： 90°00′00″ PtID is blank. . ： ---.--- m ↓ Indiv P 【Measure】...

  • Page 83: Coding

    STONEX R2 5.5.2 Coding Three Coding Methods are available: 1. Simple Coding: Input a code into the relevant box. The code is stored along with the corresponding measurement. 2. Expand Coding: Press [CODE]. The input code is searched within the code list and it is possible to add attributes to the code.
  • Page 84 STONEX R2 【Stake Out 】 ▼ ② In Find item, input the stake-out FIND : PtID： PtID and press [ENT] to start Pt Input Type： Known Search function. (You can also input stake-out △Hz ： -85°51′31″ wildcard “*” to start wildcard search.) PtID △...

  • Page 85: Inputting Coordinate Manually

    STONEX R2 5.6.1.2 Inputting Coordinate Manually Press [ENH], [MANUAL] to input stake-out point manually. Approach 1: Press [ENH] to input the coordinate of stake-out point to the job. OPERATIONAL STEPS OPERATION DISPLAY 【Stake Out 】 ▼ FIND : PtID： ①Press [F4] (↓) to turn to Page 2.
  • Page 86 STONEX R2 Approach 2：Press [MANUAL] to input a stake-out point without PtID or saved data. OPERATIONAL STEPS OPERATION DISPLAY 【Stake Out 】 ▼ FIND : PtID： Type： Known △Hz ： -85°51′31″ ①Press [F4](↓) twice to turn to Page 3. [F4] △...

  • Page 87: Polar Stake Out

    STONEX R2 5.6.2 Polar Stake Out In the picture, 1: Actual 2: Point to be staked out Normal indication of polar stake out offsets. △Hz Angle offset: positive if point to be staked out is to the right of the actual direction.
  • Page 88 STONEX R2 【Stake Out 】 ▼ ③ Collimate the prism, press [F2] FIND : (DIST) to start measurement and PtID： calculate the stake-out factor offset Type： Known between measurement point [F2] △Hz ： -85°51′31″ stake-out point. △ ： -0.082 m Ⅰ...

  • Page 89: Orthogonal Stake Out

    STONEX R2 ⑧ Stake-out of point is finished. 【Stake Out 】 ▼ Repeat the above press to select the FIND : next point to be staked out. (Or call up PtID： the existed PtID in the job via Pt Type：...
  • Page 90 STONEX R2 【Stake Out 】 ▼ ②Press to move to R.HT item and PtID ： input the prism height. Type： Meas. Input prism R.HT ： 2.000 m height △L Off： ---.--- m △T Off: Ⅰ ---.--- m △H ： ---.--- m ↓...

  • Page 91: Coordinate Offset Stake Out

    STONEX R2 【Stake Out 】 ▼ ⑥ When both △L Off and △T Off PtID ： display 0 m, it implies that the current Type： Meas. prism point is the stake-out point. R.HT ： 2.000m △ H means the fill/dig data.
  • Page 92 STONEX R2 measurement point. OPERATIONAL STEPS OPERATION DISPLAY 【Stake Out 】 ▼ ① Press [PAGE] to turn to Page 3, PtID ： and select the point to be staked out. Type： Meas. You can also call up the point to be PAGE R.HT ：...
  • Page 93 STONEX R2 【Stake Out 】 ▼ ⑤ Northing the prism on N direction PtID ： until △X/N displays 0 m. Type： Meas. When △X/N is positive, it means the R.HT ： 2.000 m stake-out point is further. Move the △X/N：...
  • Page 94 STONEX R2 【New Point(SideShot)】 Input TGT Pt AZ & Dist.! PtID： --- --- ② Press [F1] (B&D) to display as the [F1] AZ： ---° ---′---″ ： right dialog. ---.--- m BACK 【New Point(SideShot)】 ③ Input the PtID, AZ and HD of the Input TGT Pt AZ &...

  • Page 95: Free Station

    STONEX R2 ⑦ Move the prism according to 【Side Shot Stake Out】 ” displays 0 arrowhead until“△ PtID： m. If “Fine (r)” or “Tracking” is 0°00′00″ △Hz ： selected to stake out, the factor offset △ ： 0.000 m Ⅰ...
  • Page 96 STONEX R2 The measuring procedure automatically determines the method of data process, e.g. intersection, 3 point intersection, etc. If there are more measurements, the procedure will use a least squares adjustment to determine the plan position, heights and azimuth. The average value of face I and face II measurements is called up to the computation process.
  • Page 97 STONEX R2 ⑤ Input the standard deviation. After Setting Limit Input standard Input Limit! inputting one item, and press [ENT]. deviations Status: St. dev. X/N ： 0.020 m After inputting all deviations, press St. dev. Y/E： 0.020 m [F4] (SET), and the screen displays [F4] St.
  • Page 98 STONEX R2 【Limit Check】 St.DevX0 : 1.001 m St.DevY0: 1.569 m St.DevH0 : 10.000 m Continue? BACK St.Dev E0,N0, H0: Standard deviation of the station coordinates St.DevAng ： Standard deviation of the orientation Press[OK]： 【Free-Station Result】 Stn.ID ： OCC1 ⑩ When there are at least 2 points and INS.Ht:...

  • Page 99: Cogo

    STONEX R2 Warnings/Messages Important Messages Meaning Selected point has no valid data! This message occurs if the selected target point has no easting or northing coordinate. Max 5 points supported! If 5 points have already been measured and another point is selected, the system supports a maximum of 5 points.

  • Page 100: Inverse & Traverse

    STONEX R2 5.8.1 Inverse & Traverse 5.8.1.1 Traverse The known data in the graph: P1 The known point α Direction from P1to P2 d1 Slope distance from P1to P2 d2 offset right that is positive d3 offset Left that is negative The unknown datum：...
  • Page 101 STONEX R2 ② There are several methods to obtain A：Input point name ,press[SEARCH] 【Traverse】 known PtID. A： PtID： Input the known PtID, and press [F3] AZ ： ---° ---′---″ H-Dist： ---.--- m (SEARCH) to see if the point exists in Input PtID Offset：...
  • Page 102 STONEX R2 【COGO New Point】 ③As all the known PtIDs have been New Pt： --- --- input, press [ENT] to move to the ： 20.000 m ： 10.000 m azimuth item, and continue inputting. After finishing all inputting, press [F2] to compute the result.
  • Page 103 STONEX R2 ⑧Rotate the telescope until “△Hz” item displays 0°00′00″, and order the 【COGO Stake Out】 surveyor to move prism. PtID： △Hz is positive： The stake-out point is R.Ht： 1.923 m HT ： on the right of current measurement 0.000 m 50°10′50″...

  • Page 104: Inverse

    STONEX R2 5.8.1.2 Inverse The known data: P1 The first known point P2 The second known point α The unknown data: Direction from P1 to P2 d1 Slope distance between P1 and P2 . d2 Horizontal distance between P1 and P2...

  • Page 105: Intersections

    STONEX R2 【Inverse Result】 Point 1： Point 2： ④ Press [F2](CALC) to display the [F2] 90°00′00″ ： result. △ ： 10.000 m △ ： 10.000 m △ ： 0.000 m RECORD 【Inverse】 ⑤ To record the result, press [F4]. From ：...
  • Page 106 STONEX R2 OPERATIONAL STEPS OPERATION DISPLAY 【COGO Main Menu】 Inverse & Traverse Intersections Offset Extention ①In COGO Main Menu, press [F2], [F2] then in Intersection menu, press [F1], [F1] enter into Bearing-Bearing 【Intersections】 Intersection function. Bearing-Bearing Bearing-Distance Distance- Distance By Points 【Bearing-Bearing】...

  • Page 107: Bearing-Distance Intersection

    STONEX R2 【Bearing-Bearing】 Input data! Point 1： ⑤Input the azimuth from P2 to P3, Input AZ2 AZ : 45° 00′00″ Point 2： and press [ENT]. AZ： 315° 00′00″ [ENT] ↓ MEAS CALC SEARCH ∣← LIST 【COGO New Point 】 ⑥Press [F2] (CALC) to display the New Point：...
  • Page 108 STONEX R2 OPERATIONAL STEPS OPERATION DISPLAY 【Intersections】 ①In Intersections menu, press [F2] Bearing-Bearing enter into Bearing-Distance [F2] Bearing-Distance Distance- Distance Intersection function. By Points 【Bearing-Distance】 Input data! Point 1： ②Input PtID of the known P1 point, Input PtID1 AZ : ---°...

  • Page 109: Distance-Distance Intersection

    STONEX R2 return to data inputting menu, and re-input the data. ‴1) There are four methods to input the known PtID. Please refer to step ② of the last section “5.8.1.1Traverse”. ‴2) The stake-out operation is similar to that of Traverse, which has been introduced previously. Please refer to “5.8.1.1 Traverse”.

  • Page 110: By Points

    LIST |← 【Distance-Distance】 Input data! Point 1： ⑤ Input horizontal distance between Input HD2 H-Dist： 50.000 m Point 2： P2 and P3 or P4 (r2). H-Dist： 20.000 m [ENT] ↓ MEAS CALC SEARCH ∣← LIST ⑥Press [CALC] to display the result.
  • Page 111 STONEX R2 The known data: The first known point The second known points The third known points The fourth known points Line from P1 to P2 Line from P3 to P4 The unknown data: COGO point OPERATIONAL STEPS OPERATION DISPLAY 【Intersections】...

  • Page 112: Offset

    STONEX R2 【COGO New Point】 ④Press [F2] (CALC) to display the result. New Point : --- --- --- X/N ： To stake out this point, input new PtID, [F2] 40.000 m Y/E ： 40.000 m and press [F1] to start staking out .‴2) To save the data, press [F4].
  • Page 113 STONEX R2 OPERATIONAL STEPS OPERATION DISPLAY 【COGO Main Menu】 ① In COGO Main Menu, press [F3] Inverse & Traverse to enter into Offset function. [F3] Intersections Offset Extention ② Press [F1] in Offset menu to enter 【Offset】 into Distance-Offset function. Define Distance - Offset the baseline first.

  • Page 114: Point-Offset

    STONEX R2 re-input the data. ‴1) There are four methods to input the known PtID. Please refer to step ② of the last section “5.8.1.1Traverse”. ‴2) The stake-out operation of is similar to that of Traverse, which has been introduced previously.

  • Page 115: Extension

    STONEX R2 【Point- Offset】 Define Baseline! Input PtID1 Point 1： ②Input point name of the known P1 Point 2： --- --- --- Toff & Loff! point, and press [ENT] to move cursor [ENT] Line： --- --- --- to the next line. ‴1)
  • Page 116 STONEX R2 The known data: Start point of baseline End point of baseline △ L1 or △ L2: Distance The unknown data: P2, P4 Extended point OPERATIONAL STEPS： OPERATIONAL STEPS OPERATION DISPLAY 【COGO Main Menu】 ①In COGO main menu, press [F4] to Inverse &...

  • Page 117: Tie Distance

    STONEX R2 【Extention】 ⑤Press to select the base points Define Extention! extended point and the point Point 1： related to horizontal distance, i.e. to Point 2： H-Dist : 20.000 m decide whether the horizontal distance Select Base Pt! is the distance between extended point Base Pt：...
  • Page 118 STONEX R2 OPERATIONAL STEPS： OPERATIONAL STEPS OPERATION DISPLAY 【 】 Programs ▼ F1 Surveying F2 Stake Out F3 Free Station ① In Programs menu, press [PAGE] F4 COGO to enter into Page 2, and press [F1] to PAGE start Tie Distance measurement.
  • Page 119 STONEX R2 【Tie Distance】 Select Method！ ③Select the method of tie distance [F1] F1 Polygonal(A-B, B-C) F2 Radial (A-B，A-C) measurement. Here, take Polygonal for example. Input first ④ Several methods are available to A：Input PtID to start measurement target PtID, 【Polygonal】...

  • Page 120: Radial (A-B, A-C)

    STONEX R2 【Polygonal】 Point 1： Point 2： ⑤ Set PtID of the second target R.HT ： 1.500 m Point B and prism height. The ： ---.--- m operation is similar to the above. ： Ⅰ ---.--- ： ---.--- m ↓...
  • Page 121 STONEX R2 OPERATIONAL STEPS： OPERATIONAL STEPS OPERATION DISPLAY 【Tie Distance】 ①Select Tie Distance and press [F2] to Select Method! take Radial for example. [F2] F1 Polygonal(A-B, B-C) F2 Radial (A-B，A-C) 【New Pt1】 New Pt1： central R.HT： 1.500 m PtID ② Set PtID of Central Point 1 and R.Ht...

  • Page 122: Area Measurement (Plane)

    STONEX R2 【Tie Result】 ▼ ④Display result of Tie Distance. NewPt1： △ ： The horizontal distance NewPt2： between Central Point 1 and Point A. Grade： -49.6% △ ：The slope distance between △ ： 0.663 m Central Point 1 and Point A.
  • Page 123 STONEX R2 c： Calculated area always closed to the start point P1, projected onto the horizontal plane. OPERATIONAL STEPS ： OPERATIONAL STEPS OPERATION DISPLAY 【Program】 1/3 ▼ F1 Surveying F2 Stake Out F3 Free Station ① In Programs menu, press [PAGE] F4 COGO to turn to Page 2.
  • Page 124 STONEX R2 【Pt Search】 1/10 see whether the point exists in job. If Known yes, proceed to the next step; if not, Known you need to input the coordinate of Known Input point Meas. known point first. name Meas. Meas.

  • Page 125: Remote Height Measurement (Rem)

    STONEX R2 5.11 REMOTE HEIGHT MEASUREMENT (REM) If the prism cannot be put at the point to be measured, user can firstly collimate base prism below it and measure the horizontal distance. Then collimate the remote point to calculate the vertical difference.
  • Page 126 STONEX R2 【Remote Height】 ② Set job, measurement station and backsight orientation, and press [F4] to [ * ] F1 Setting Job start area measurement. (As the [ * ] F2 Setting Station [ * ] F3 Set Orientation method of setting job, station and...
  • Page 127 STONEX R2 PRISM HEIGHT IS UNKNOWN: OPERATIONAL STEPS OPERATION DISPLAY 【Remote Height】 ①First finish settings of job, station [ * ] F1 Setting Job and orientation, and press [F4] to start [F4] [ * ] F2 Setting Station [ * ] F3 Set Orientation Remote Height measurement.

  • Page 128: Road

    STONEX R2 【Base Point】 Aim at the ⑥Aim at the ground point (base point) Sight Meas Base Pt！ BasePt： where the prism is set, and press [F4] prism R.HT ： 0.000 m (V-ANG). The base point is set up. ：...
  • Page 129 STONEX R2 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 poin. 【Define HZ AL】 Type： POINT Chain.：...
  • Page 130 STONEX R2 【Roads】 ②Press [F1] to enter into Define HZ Define HZ Alignment Alignment function. [F1] Define VT Alignment Stake Out Roads 【Define HZ AL 】 Input start Type： Start Pt ③ Input the coordinate of start chainage, and Chain. ：...
  • Page 131 STONEX R2 【Define HZ AL 】 Input AZ Type: LINE ② After inputting AZ angle, press AZ： ---° ---′---″ [ENT] to go to next input item. After [ENT], Length： ---.--- m inputting the length of the line, press Input length [ENT].
  • Page 132 STONEX R2 OPERATIONAL STEPS OPERATION DISPLAY 【HZ Alignment Type】 ①Press [F2] (ARC) to enter into Chain.： 100.000 m Define Arc Screen function. [F2] AZ： 0° 00′00″ LINE SPIRAL 【Define HZ AL】 Input radius Type： ② Input radius and arc length, then Radius ：...
  • Page 133 STONEX R2 Press [SPRIAL] in “HZ Alignment Type” menu to define spiral. A spiral consists of the minimum radius and arc length. The rule of radius value: along the forward direction of the curve. When the curve turns right, the radius value is positive. When the curve turns to left, the radius value is minus.

  • Page 134: Editing Horizontal Alignment Data

    STONEX R2 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. As spiral factors A1 or A2 are entered, a curve with specified length is inserted between line and arc.
  • Page 135 STONEX R2 【Define HZ AL】 Type： POINT ： 100.000 m ： 100.000 m Radius： 20.000 m ： 80.000 m ： 80.000 m ↓ PREV NEXT SEARCH ↓ START LAST DELETE Soft Keys: PREV [F1]: Displays the previous point data. NEXT [F2]: Displays the next point data.

  • Page 136: Deleting Horizontal Alignment Data

    STONEX R2 Define HZ AL 2/16 Type： LINE Input Chain.： 151.000 m ②Input new data, and press [ENT]. data 68°20′14″ AZ： [ENT] ↓ PREV NEXT SEARCH ③Press [F2] (NEXT), the procedure 【Define HZ AL】 displays “Save Edit Alignment?”. If yes, press [F4] (OK); To re-edit it, [F2] Save Edit Alignment？...

  • Page 137: Defining Vertical Alignment

    STONEX R2 【Define HZ AL】 ③ Press [F4] to delete horizontal Type: Start Arc alignment data, all the horizontal Chain. : ---.--- m X/N ： alignment data in internal memory will ---.--- m Y/E ： ---.--- m be deleted. The system returns to program of Define HZ Alignment.

  • Page 138: Editing Vertical Alignment Data

    STONEX R2 【Roads】 Define HZ Alignment ②Press [F2] to enter into Define VT [F2] Define VT Alignment Stake Out Roads Alignment function. 【Define VT AL】 ③ Input chainage, height and curve Chain.： 100.000 m length, and press [ENT]. H/Z： 12.000 m Length：...

  • Page 139: Deleting Vertical Alignment Data

    STONEX R2 OPERATIONAL STEPS OPERATION DISPLAY ①Use soft keypad below the screen, 【Define VT AL】 16/16 press [PREV] or [NEXT] to find out Chain. ： 100.000 m the alignment data needed to edit. [F1] H/Z ： 100.000 m Length： 0.000 m or[F2] ↓...

  • Page 140: Road Stake-Out

    To stake out alignment, the alignment type should be defined first. Two methods of defining horizontal alignment are available: installing in the computer via the data communication software provided by STONEX; or inputting manually in program “Road”. The vertical alignment data is unnecessarily to be defined, unless it is required to compute dig and fill.
  • Page 141 STONEX R2 In the process of stake-out, user should first stake out points on the central line, then the featured points on both sides. The method to stake out alignment is similar to that of point stake-out, with three methods...
  • Page 142 STONEX R2 【Alignment S-O】 3/3 ▲ △ X/△ N: X coordinate offset between PtID： C100+0.0 R.Ht： 2.000 m Coordinate Offset stake-out point present △X/N ： 89.212 m Stake- Out measurement point. △Y/E ： 92.369 m △ Y/△ E：Y coordinate offset between △H...
  • Page 143 STONEX R2 ③ Displays the alignment stake-out data. Input start chainage, chainage increment, and the horizontal distance between side chainage point and central line. Height distance is required 【Alignment S-O】 if fill/dig data is to be staked out. StartC： 100.000 m Incre.
  • Page 144 STONEX R2 【Alignment S-O】 ▼ ⑥ When the chainage and the offset PtID： C100+0.0 to be staked out occurs, press R.HT： 2.000 m [F1](STAKE) to enter into stake-out △Hz ： -85°51′32″ screen. Input prism height and start △ ： -25.369 m staking out.
  • Page 145 STONEX R2 tracking measurement mode selected, the factor offset of between prism point and stake-out point can be displayed at real time, which is of great convenience. 【Alignment S-O】1/3 ▼ (11) As both △Hz and △ reads PtID： C100+0.0 0, it means that the current prism point R.HT：...

  • Page 146: Slope Stake-Out

    STONEX R2 【AlignmentS-O】1/3 ▼ PtID： C100+0.0 R.HT： 2.000 m 20°00′05″ △Hz ： △ ： 25.369 m △ ： Ⅰ ---.--- m ↓ DIST RECORD ∣← VIEW NEXT Explanation for Point ID: The number behind C is the chainage. + Means to stake out points of the right chainage. While staking out points of the left chainage, it shows “-”.
  • Page 147 STONEX R2 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. OPERATIONAL STEPS OPERATION DISPLAY 【Alignment S-O】 ①Input (or select) the side chainage to Chain.：...

  • Page 148: Construction Site Stake Out

    STONEX R2 【Slope Stake Out】 ③ Enter into the screen of Slope PtID： C100+10.0S Stake Out function, input prism height, R.HT： 2.000 m collimate the point that is to be △LOff ： ---.--- m intercepted near the slope, and press [F2] △TOff ：...
  • Page 149 STONEX R2 OPERATIONAL STEPS OPERATION DISPLAY 【Programs】 ▲ ①In Program Page 3/3, press [F2] to F1 Roads enter into Construction function. [F2] F2 Construction 【Setting Job】 ②Set Job [F1] ： call up a job from internal Job ： memory Name：...
  • Page 150 STONEX R2 【Stake Out 】 PtID： --- --- ⑥ After setting the site, enter into R.HT： 1.500 m Ln： ---.--- m Stake Out menu. Of： ---.--- m H： ---.--- m ↓ DIST CHECK |← DIST RECORD ShiftL Set Construction Site via Known Point...

  • Page 151: Shifting Line

    STONEX R2 【Define new Site】 ③After the start point of site has been Sight Meas Start Pt! StartPt： decided, input prism height, collimate [F2] the prism center, press [F2](DIST)+ R.HT： 2.000 m ： Ⅰ ---.--- m [F3] (RECORD) to start measurement.

  • Page 152: As Build Check

    STONEX R2 【Shift the Line】 ② Input the shifting value to shift the Input shifting Defining new Site! line. After inputting one item, press value [ENT] to move to next item. After R_Shift: 0.000 m F_Shift： 0.000 m finishing inputting all items, press [F4] [ENT] Up_Shift：...

  • Page 153: Stake Out

    STONEX R2 【AS-BuiltCheck】 PtID： --- --- R.HT： 1.500 m ③Proceed the measurement of other Ln ： ---.--- m Of： ---.--- m points in the same approach. H： ---.--- m ↓ DIST STAKE |← DIST RECORD ShiftL Information shown in AS-Builtcheck is introduced follow: Longitude (in direction of the line) is positive: expresses the point measured lies between the start point and end point of the line.
  • Page 154 STONEX R2 【Pt Search 】 1/25 Known pressing . Meas. Meas. Meas. Meas. Meas. VIEW C：If the point does not exist, user is C： required to input the coordinate. 【Pt Search】 Job： STONEX PtID： Select job/input Pt coord SEARCH 0SET 【Stake Out 】...

  • Page 155: File Management

    STONEX R2 During operating the application, the previous Orientation and Station parameters will be replaced by the new calculated ones. 6. FILE MANAGEMENT File management includes all the functions of inputting, editing and examining data in the field. 【File Management 】 1/2 ▼...

  • Page 156: Establishing New Job

    STONEX R2 【View Job】 ② The Screen displays the name and Job： other information of the current job. Name： --- --- --- Date： 2011.07.21 Time ： 16:50:28 Note 1： --- --- --- Note 2： --- --- --- List 【View Job】...
  • Page 157 STONEX R2 【View Job】 DEFAULT.RAW 6.78KB 01-00 PlAN.RAW 01-00 36.RAW 01-00 Attr. PrePG NextPG 【View Job】 ③Open inputting mode by pressing DEFAULT.RAW 6.78KB 01-00 numeric keypad, input the name of job PlAN.RAW 01-00 to be established. To switch between 36.RAW...

  • Page 158: Deleting Selected Job

    STONEX R2 6.1.3 Deleting Selected Job OPERATIONAL STEPS OPERATION DISPLAY 【View Job】 ① DEFAULT.RAW 6.78KB 01-00 In Job menu, press navigation PlAN.RAW 01-00 to select the job file you want 36.RAW 01-00 to delete. Rename DELETE ② 【Delete Job】 Press [F3] (DELETE), a dialog shows as the right graph.

  • Page 159: Searching Known Points

    STONEX R2 【View Known Pt】 ③Then the screen displays the known ： A:\2222.PTS point information in the present job. Pt ID： ： 100.000 m ： 100.000 m ： 90.000 m SEARCH DELETE EDIT 【View Known Pt】 ④press to view all the known ：...
  • Page 160 STONEX R2 OPERATIONAL STEPS OPERATION DISPLAY 【View Known Pt】 Job：A:\2222.PTS Pt ID： ①Select the job needed to add a new ： 100.000 m ： 100.000 m known point. ： 90.000 m SEARCH DELETE EDIT 【Input Known Pt】 ② Press [F3](ADD) to start-up data ：A:\2222.PTS...

  • Page 161: Editing The Known Points

    STONEX R2 6.2.3 Editing the Known Points This function allows editing known points in internal memory. OPERATIONAL STEPS OPERATION DISPLAY View Known Pt ①Select the job which contains the Job： 2222 point to be edited. Press F1[List] to choose the job in internal memory.

  • Page 162: Deleting Known Points

    STONEX R2 6.2.4 Deleting Known Points Deletes the selected known points in internal memory OPERATIONAL STEPS OPERATION DISPLAY 【View Known Pt 】 ①Select the job that contains the data Job：A:\2222.PTS to be deleted. Press [ENT] to move to Pt ID：...
  • Page 163 STONEX R2 OPERATIONAL STEPS OPERATION DISPLAY 【File Management 】 1/2 ▼ ① In File Management menu, press F1 Job [F3] to enter into point measurement [F3] F2 known points F3 Measurements function. F4 Code ②The system takes the current job View Measurement name as the default job to view.
  • Page 164 [PAGE]. 6.3.1.2 Viewing Designated PtID in Job Starts searching point. R2 Total Station provides point search function based on taking measurement station as searching condition. Determine the searching scope at first: it may be one PtID of one station in job；Or all measurement data named with this PtID (“*”) in job.
  • Page 165 STONEX R2 A： ②All searching conditions are based 【View Measurements】 on the premises of measurement stations. So the name of measurement Job： 2222 Stn.Pt： stations input here can be a concrete PtID: pointID or pointID with wildcard “*”. View All Meas.Value ‴1)

  • Page 166: Deleting Measurement Data

    STONEX R2 ‴1)Since both the names of measurement station and PtID can be input a concrete PtID or wildcard, an explanation on various combined searching result is given here. All the searching results are based on the premises of a selected searching job name：...

  • Page 167: Manual Code Input

    The code in code database can be input manually, or created by the communication software provided by STONEX Company, and transmitted to the instrument. Each code has one item of explanation and a maximum of 8 attributes that has no more than 16 characters.

  • Page 168: Viewing Code

    STONEX R2 【 Input Code】1/2 ▼ Code： ③Input the code and the information, Desc： TREE etc. As shown in the right screen. Info1 ： N123 Info2 ： --- --- --- Info3 ： --- --- --- Info4 ： --- --- ---...

  • Page 169: Deleting Code

    STONEX R2 A： ③ 【Code View/Del】 1/2 ▼ A： Find： PATH The search results are shown on the CODE： PATH Desc code item and are highlighted by the Info1 ： 2.36 cursor. If there are several codes Info1 ： --- --- --- with the same name, display them Info1 ：...

  • Page 170: Intializing Internal Memory

    STONEX R2 B： Press to move cursor to Find item, 【Code View/Del】1/2 ▼ input the code name to be deleted, and Find： PATH press ENT. Code： ﹉﹉﹉﹉ Desc： Info1 ： ﹉﹉﹉﹉ Info1 ： ﹉﹉﹉﹉ Info1 ： ﹉﹉﹉ INSERT DELETE CLEAR NUMBER A：...

  • Page 171: Memory Statistic

    STONEX R2 【Initialization】 ②Select the job to be deleted, press [ENT] to move to data item. Press to select the data types to be Job： DATA： MEAS VAL deleted in job. (Job, measurement value, and known point are selectable.) LIST...

  • Page 172: Communication Setting

    STONEX R2 【File Management】2/2 ▲ Initialize Memory Memory Statistic 【Memory Information】 ③ Display the information of the Job: internal memory. Press [F1] Station: Known Pt: (LIST) to display information of Meas Rec: other job in internal memory LIST one by one.
  • Page 173 STONEX R2 automatically 8 Data will be transmitted by 8bits. The parity is set as none automatically. PARITY： Even even check odd check None None verify (If set data bit as 8) END MARK： CR/LF Carriage return and line feed Carriage return STOP BIT：...

  • Page 174: Data Transfer

    STONEX R2 8. DATA TRANSFER With this special function measured data can be transferred via the serial interface to receiver (e.g. a PC). Using this type of transfer the success of the transfer is not checked. Job：Selection of job from which data should be transferred.

  • Page 175: System Information

    ²Version The software of instrument may have different versions which depend on those software packages composing the instrument software. ²Type R2 (for instance) ²Number Serial number of leaving factory for total station instrument ² Data Set system date and format.

  • Page 176: Export/Import Data

    STONEX R2 10.EXPORT/IMPORT DATA To apply this function, it needs to insert SD card to R2 first. Export data: All the suffix name of the files will be automatically changed to TXT file. Example: Export code data Note： To get the TXT file normally, please don’t hide extensions for Known file types.
  • Page 177 STONEX R2 Example: Import horizontal alignment data(HZ Alignment) Operation steps Display Menu ①Press PAGEin MENU, it will F1 Data Output F2 Data Import show the 3 page, press[F2] to [F2] F3 USB Send Data enter Data Import dialog. F4 USB Receive ②...

  • Page 178: Send/Receive Data By Usb

    Before send data or receive data via USB port，it is necessary to install a USB driver first. Then please make sure peripheral equipment（Such as PC） and R2 have been connected via USB port, the communication parameters on peripheral equipment and total station should be consistent absolutely.
  • Page 179 ② The above are the operations on the total station, after choose CODE data in step, you need to choose “Download COED Data(M)” function in STONEX USB Communication ④ show. software. Then the download process begin as Step For example: Receive HZ Alignment via USB)
  • Page 180 ● (Press [F4] (BACK) key to terminate data reception, return Menu page3/4. ② The above are the operations on the total station, after choose step, HZ Alignment data you need to choose “Upload HZ Alignment Data(X)” function in STONEX USB ④ show. Communication software. Then the upload process begin as Step...

  • Page 181: U Disk Mode(Memory Mode)

    STONEX R2 12.U DISK MODE(MEMORY MODE) Connect R2 with computer via USB cable configured with R2. And the following section will show the operations on R2. Operating steps Button Display ▲ ① (Press menu, then press[PAGE] Menu to show the Menu page4/4 ，...
  • Page 182 STONEX R2 ④ Double-click disk I or removable disk H, (example: local disk I) select the file you want to edit, right-click the mouse, in the pop-up menu select Copy.)(See picture below)

  • Page 183: Check And Adjustment

    STONEX R2 13. 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 184: Inclination Of Reticle

    STONEX R2 4. Adjust three adjustment screws for several times until circular bubble is centered; The force power fixing three adjustment screws must be consistent when circular level is centered at last. 13.3 INCLINATION OF RETICLE Check: 1. Sight object A through the telescope and lock the horizontal and vertical clamp screws.

  • Page 185: Perpendicularity Between Line Of Sight And Horizontal Axis (2C)

    STONEX R2 13.4 PERPENDICULARITY BETWEEN LINE OF SIGHT AND HORIZONTAL AXIS (2C) Check 1. Set object A at about 100 meters away the same height as the instrument, and make the vertical angle with ± 3° . Then level and center the instrument and turn on the power 2.

  • Page 186: Vertical Index Difference Compensation

    STONEX R2 【Hz-collimation】 ⑤ Rotate the telescope, and collimate Sight the same target A precisely in FaceⅡ. target Press [F1] (Meas). When setting is reverse 0°00′11″ Hz-collimation： finished, the screen shows as the right position graph. [F1] BACK ▼ 【Adjustment】...

  • Page 187: Adjustment Of Vertical Index Difference (I Angle And Setting Vertical Index O

    STONEX R2 this time and exceeds the designated compensation range. 4. Rotate the above screw to its original position, and the instrument display screen will show the vertical angle again, meaning that the vertical index difference compensation function is working.

  • Page 188: Transverse Axis Error Compensation Adjustment

    STONEX R2 【V-Index】 <Step 1> Front ③Press [F1] start V-Index Adjustment. The screen displays as the [F1] HR： 219° 17′58″ right graph: 94°05′12″ V ： Sight the target！ MEAS 【V-Index】 Collimate the <Step 2> Reverse ④In Face I, precisely collimate target target A and press [F1] (MeaS).
  • Page 189 STONEX R2 It is unnecessary to collimate the prism or the target plane to ascertain the transverse axis error. Therefore user is enabled to launch this adjustment at any time. Select a recognizable point which is rather far away from the instrument, and much higher or lower than the instrument.

  • Page 190: Plummet

    STONEX R2 13.8 PLUMMET 1. OPTICAL PLUMMET Check 1. Set the instrument on the tripod and place a piece of white paper with two crisscross lines on it right below the instrument. 2. Adjust the focus of the optical plummet and move the paper so that the intersection point of the lines on the paper comes to the center of the field of view.
  • Page 191 STONEX R2 Fig.1 If the total station has laser plummet, after enter into Fig.1, and press F1 to enter into Fig.2, then the laser beam will appear from the laser plummet. And the shadow in Fig.3 indicates the intensity of the beam.

  • Page 192: Instrument Constant (K)

    STONEX R2 Fig.5 when the shadow is empty, the laser beam is OFF. Fig.6 when the shadow is full, then the laser beam is Lightest. 13.9 INSTRUMENT CONSTANT (K) Instrument constant has been checked up and adjusted in the factory, K=0. It seldom changes and it is suggested to check one or two times every year.
  • Page 193 STONEX R2 Adjust If a strict inspection proves that the Instrument Constant K has changed and is not close to 0. If the operator wants to adjust, should set Stadia Constant according to the Constant K ●Set the orientation via the Vertical Hair to maintain Point A, B, C on the same line precisely.

  • Page 194: Parallel Between Line Of Sight And Emitting Photoelectric Axis

    STONEX R2 13.10 PARALLEL BETWEEN LINE OF SIGHT AND EMITTING PHOTOELECTRIC AXIS Check: 1. Set the reflector 50m away from the instrument. 2. Collimate the center of the reflector prism with reticle. 3. Switch on the instrument, and enter into Distance Measurement Mode. Press [DIST] (or [All]) to measure.

  • Page 195: Tribrach Leveling Screw

    STONEX R2 If the spot illuminates the cross, the achievable adjustment precision has been reached; if it lies outside the limits of the cross, the direction of the beam needs to be adjusted. If the spot on the more reflective side of the plate is too bright (dazzling), use the white side instead to carry out the inspection.

  • Page 196: Specification

    STONEX R2 14．SPECIFICATION Distance measurement (visible laser) a), Type„„„„„„„„„„ visible red laser b), carrier wave„„„„„„„ 0.670μ m c), measuring system„„„„„ basis 60 MHZ d), EDM Type „„„„„„„ coaxial e), Display (least count) „„„ 1mm f,) laser dot size „„„„„„ approx.7³14 ㎜ / 20m (reflectorless mode only) approx.
  • Page 197 STONEX R2 target）‴ (grey,0.18) Object in strong sunlight, 160m 100m severe heat shimmer Object in shade, or sky 200m 120m overcast Kodak Grey Card used with exposure meter for reflected light Other specifications Distance Measurement Measuring Single 2.4 Km 2.0 Km 2.0 Km...
  • Page 198 STONEX R2 Magnification 30× １° ３０′ Field of view Minimum focus 3″ Resolving power Vertical Compensator System Liquid-electric detection/plate vial ± ３′ Compensation range １″ Resolving power Vial 30″／2 mm Plate vial Circular vial 10′／2 mm Optical Plummet Image Erect Magnification 3×...

  • Page 199: Accessories

    STONEX R2 15. ACCESSORIES １pc Carrying Case １pc Main Body １pc Backup on-board Battery １pc Charger １pc Plummet Correction Pin 2 pcs １pc Fur Brush １pc Screwdriver Hexagon Wrench 2 pcs １pc Cloth １pc Dryer １pc Operation Manual １pc Certificate...

  • Page 200: Appendix-A】Data Communication

    You can also transfer, edit, and manage the data expediently through the data communication software of STONEX Company. With this method, first to connect the total station with computer via the 203U cable(COM port or USB port, if use USB port , you need to install the driver for USB first in the smaller CD together with this 203U cable).
  • Page 201 CRLF Note ： Press Menu/PAGE/F2(Comm Parameters) to set the above paramenters on R2 series total station，then press “F4（Set） ”to confirm the parameters setting；After that，it is very important to press “ESC” to back the main menu as follows before start transferring data:...
  • Page 202 STONEX R2 【Measure】 PtID： R.HT： 1.500 m HR： 0° 00′00″ V ： 90° 00′00″ ： ---.--- m Ⅰ ： ---.--- m ↓ DIST RECORD Main menu 2 DATA TRANSFER Data Exchange Manager allows user to download and upload data between Total Station and peripheral equipment (such as PC).
  • Page 203 STONEX R2 drivers and document files. Showed as the picture below: 2）On left window, select job names and data type (the known point、measurement data、 code or road line data), click right mouse button, and choose “Copy”. 3）Inside dialog springing out select the needed storing data type, there are three modes...
  • Page 204 STONEX R2 4）Press “OK” to start data transmission 5）Transmission ends, dialog exit automatically. Data formats transmitted from Total Station Instrument Here, taking partial measurement datum as an example： *110001+0000000000000001 21.034+0000000014301010 22.034+0000000009054140 31..00+0000000000002004 81..00+0000000000001205 82..00-0000000000001601...
  • Page 205 STONEX R2 83..00-0000000000004032 87..10+0000000000005000 *110002+0000000000000002 21.034+0000000017510540 22.034+0000000008523530 31..00+0000000000014397 81..00+0000000000001205 82..00-0000000000014300 83..00-0000000000002845 87..10+0000000000005000 GSI-ID PtID HORIZONTAL DIRECTION VERTICAL ANGLE OBLIQUE DISTANCE HORIZONTAL DISTANCE HEIGHT DIFFERENCE 41-49 CODES AND ATTRIBUTES PPM(mm) PRISM CONSTANT 81-83 (X、Y、H) TARGET POINT 84-86 (X、Y、H)MEASUREMENT STATION POINT PRISM HEIGHT...
  • Page 206 STONEX R2 2）Select File Name in internal memory of Total Station Instrument in which the data should be uploaded, showed as the picture below: 3）If the selected job is empty, you need to input document name. Showed as the picture...
  • Page 207 STONEX R2 4）Start uploading data 5）As have finished inputting, the dialog quit automatically. 3 COORDINATE EDITING Through Coordinate Editor, user can edit and store coordinates data. Each row of...
  • Page 208 STONEX R2 coordinate data includes point number, Y (Easting), X (Northing), H (Elevation). The code here, may not be used and to be edited in Codelist Manager. A: ESTABLISH A NEW COORDINATE DOCUMENT 1 ） Open “Coordinate Editor”, procedure establish a new coordinate document automatically.
  • Page 209 STONEX R2 3） Click “File” → “Save”, a document saving dialog springs out. Choose the type of data saving, after inputting document name, click “Save”. B：OPEN FILE 1） Inside “File” menu select “Open”, in the dialog springing out select coordinate data...
  • Page 210 User can set precision of distance unit of coordinate data according to requirement. The operational steps are as follows： Inside “Options” menu press “Setting”. In the dialog springing out, select precision of distance unit The precision of each distance unit provided by STONEX transmission software is as follows DISTANCE UNIT PRECISION METER 0.001...
  • Page 211 STONEX R2 2）Program prompt “New code name” dialog, input code name on “Code name”. You can input nothing in “Author” item. 3）Click “OK” and a new code block is set.
  • Page 212 STONEX R2 After a code block is set, the later job is to edit code in it. Each code block contains the code and 8 attributes. 4） Set a new code Input coding name, and define a shortcut key for this code. The shortcut key consists of two Arabic numerals.
  • Page 213 STONEX R2 6）After editing it, store the file. 5 DESIGN ROAD LINE DATA Open “Roadline editor”, the program set a new document automatically. As shown in the picture below: Later on, user can edit road line data in the established document. As finish editing, save data and then quit the program.
  • Page 214 STONEX R2 including initial definition. It should be included in initial definition the number of the start stake and coordinate of this point. The line elements include point, straight, arc, and transition curve. Each recorded format is: (KEYWORD) nnn, nnn [, nnn] Here：...

  • Page 215: Appendix-B】 Calculate Road Alignment

    STONEX R2 【APPENDIX-B】 CALCULATE ROAD ALIGNMENT The road alignment stake-out program can stake out the alignment elements including straight, arc and transition curve. NOTE: Road alignment data can be uploaded from computer or can be entered manually. Road alignment data is managed by chainage.
  • Page 216 STONEX R2 Example: To enter the following data select DEF AL of ROADS in PROG menu: Chainage 1100.000 1050.000 Press [ENT] and then press [F4] (PT), Enter the following data: 1300.000 1750.000 100.000 80.000 80.000 Enter the following data in the above way: 1750.000...
  • Page 217 STONEX R2 : Radius =64 m =64 m ⑫ Calculation of Deflection Angle  =    = 0.32 rad 0.32 =18° 20′06″ 2      ⑬ Calculation of transition coordinates      A ...
  • Page 218 STONEX R2 ⑮ Calculation of Spiral Transition coordinate    =63.348-100sin18° 20′06″=31.891  Symmetry spiral transition ⑯ Calculation of Tangent Distance       tan( cot(    cot  111°55′47″，  100 * tan(111°55′47″/ 2) +1.7(1 / sin111°55′47″) –1.7(1 / tan 111°55′47″) +31.891...
  • Page 219 STONEX R2  1750 –(-182.468) * sin 322°07′30.1″= 1637.976 m ⑳ Calculation of coordinates BC，EC which is ARC (IP1,IP2,EP)   Arc length IA= 95° 52′11″  CL=200 * 95°52′11″* =334.648 m     200 * tan(95°52′11″/ 2) =221.615 m tan( Each coordinates are computed ：...
  • Page 220 STONEX R2 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...

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