Table of Contents

Advertisement

H162 E
02.10.VF.2
Total Station DTM-502 series
DTM-552
DTM-532
DTM-522
Instruction Manual

Advertisement

Table of Contents
loading

Summary of Contents for Nikon DTM-502 Series

  • Page 1 H162 E 02.10.VF.2 Total Station DTM-502 series DTM-552 DTM-532 DTM-522 Instruction Manual...
  • Page 2 1 NOMENCLATURE Carrying-handle Battery mounting battery BC-80 buttons Main body/Battery aligning mark Telescope focusing ring Telescope eyepiece Vertical tangent screw Diopter ring Vertical clamp Plate level Display Face-left keyboard Upper plate tangent screw Refer to p.3-1 ~ p.3-3 for the key arrangement and its major function.
  • Page 3 Optical sight (Finder) Holizontal axis indication mark Lumi-guide transmitter Objective Optical plummet Face-right keyboard Leveling base Data output/External power input connector Input voltage Circular level DC 7.2 – 11V Base plate Leveling screw...
  • Page 4 This page is intentionally left blank.
  • Page 5 Thank you for purchasing the Nikon products. This instruction manual was written for the users of the Electronic Total Station DTM-502 series. To ensure correct usage read this manual carefully before operating the instrument. Also read the Instruction Manual provided with the Battery Charger and any other equipments used together with the DTM-502 series.
  • Page 6: Read This Section Before Use

    WARNING AND CAUTION Read This Section Before Use! WARNING Never see the sun through the telescope. Doing so may cause the loss of your eyesight. The DTM-502 does not feature explosion-protected construction. Do not use in coal mines, in areas contaminated with coal dust, or near other flammable substances.
  • Page 7: Operation

    WARNING AND CAUTION Read This Section Before Use! CAUTION The top of the tripod ferrule is very sharp and may injure your body. Be careful in handling or carrying the tripod. Check the shoulder strap and its clasp before carrying the tripod or the instrument encased in the carrying case.
  • Page 8: Maintenance

    MAINTENANCE Read This Section Before Use! Avoid prolonged exposure to the sun or the heat of a closed vehicle. Efficiency could be adversely affected. If the DTM-502 has been used in wet conditions, immediately wipe off any moisture and dry it completely before replacing it in its carrying case.
  • Page 9 If you expose the carrying case to rain because of unavoidable circumstances, place it with its “Nikon” nameplate upward. The BC-80 battery pack holds Ni-MH inside. Be sure to follow the...
  • Page 10: Preparation

    2. PREPARATION 2-1. Unpacking and Packing the DTM-502 • Handle gently the DTM-502 to guard against shocks or excessive NOTE vibration. • Encase the instrument with the battery pack attached. • When packing the charger Q-75U/E in the plastic carrying case, make sure the storing position referring to the sticker inside of the case.
  • Page 11 2-2. Recharging and Connecting the BC-80 WARNING Use only the specified charger Q-75U/E for charging the battery pack BC-80. Charging by the other types of chargers than specified may cause fire or rupture. (BC-80 can not be charged by using the charger Q-7U/E or Q-7C.) While recharging the battery pack, do not cover the charger with any blanket or clothing which can cause overheating.
  • Page 12 • If the battery pack is recharged within the specified ambient temperature range and the charging indicator stays lit for 3 hours or longer, something is wrong. Contact your dealer or a Nikon representative. (If an ambient temperature lowers than 0°C while recharging the battery, the charger’s temperature sensor will stop the...
  • Page 13 1) Recharging Procedure (1) Insert the power plug of charger into an AC outlet. (2) Connect the charging plug to the battery pack’s charging connector. (3) Quick charging will then start automatically. Check that the charging Charging indicator lights. Discharging indicator Indicator Discharging starting switch (4) When charging is completed, the...
  • Page 14 3) Detaching the BC-80 • Be sure to turn off the [PWR] key before attaching or detaching the NOTE BC-80. • Avoid touching the battery pack BC-80 contacts. (1) Release the LOCK by turning the battery mounting buttons in the opposite direction of the arrow mark until they stop in the horizontal position.
  • Page 15 • An external battery (optional accessory) is available for use with the NOTE DTM-502 series. When the external battery is connected and the battery pack BC-80 is mounted on the DTM502, the DTM-502’s electrical source will automatically be switched to the one with the...
  • Page 16: Setting Up The Tripod

    2-3. Setting up the Tripod CAUTION The top of the tripod ferrule is very sharp and may injure your body. Be careful in handling or carrying the tripod. (1) Open the tripod legs sufficiently enough for the instrument to be stable. (2) Assure that the station point is located directly beneath the center hole in the tripod head.
  • Page 17: Centering

    2-4. Centering “Centering” refers to the precise alignment of the instrument’s central axis over the station point. This can be accomplished in two ways, through the use of a plumb bob, or the optical plummet. 1) Using Plumb Bob (1) Place the instrument on the tripod head. Insert the tripod mounting screw into the center hole of the instrument’s base plate and tighten.
  • Page 18 2) Using Optical Plummet • Carry out the “CHECKING AND ADJUSTMENT of Optical NOTE Plummet” (p.4-2) when the centering operation is performed at a position higher than the station point. • For high accuracy, carry out the “CHECKING AND ADJUSTMENT of Optical Plummet”...
  • Page 19: Leveling

    2-5. Leveling “Leveling” refers to the precise vertical alignment of the instrument’s vertical axis. The procedure for leveling by means of the plate level is described below. (1) Loosen the upper plate clamp. Rotate the alidade to position the plate level to a point parallel with any two of the leveling screws B and C (See Figure).
  • Page 20: Sighting

    2-6. Sighting “Sighting” refers to the aiming of the telescope at the target, bringing the target image into focus, and aligning it with the center crosshairs of the reticle. Center crosshairs WARNING Never view the sun through the telescope. Doing so may cause the loss of your eyesight.
  • Page 21: Assembling The Prism Reflector

    Slide the prism holder mount to align the height Height adjustment screw adjustment screw holes and screw in the adjustment screw again. • When using the DTM-502 series Total Station, set the prism holder NOTE mount to the lower position. 2-12...
  • Page 22 Attach the prism to the single prism holder or triple prism holder. The prism constant of Nikon prism is 0, regardless of the prism holder type. • The triple prism holder can also be used as a single prism holder if one prism is screwed in the center thread of the triple prism holder.
  • Page 23: Face-1/Face-2 Measurement

    2-8. Face-1/Face-2 Measurement Face-1 Measurement: Measurements made with the vertical circle positioned to the left of the telescope eyepiece Face-2 Measurement: Measurements made with the vertical circle positioned to the right of the telescope eyepiece • Be careful not to catch your finger in the opening between the NOTE instrument’s standard and the telescope when rotating the telescope.
  • Page 24 This page is intentionally left blank.
  • Page 25: Table Of Contents

    CONTENTS Warning and Caution Symbols in This Manual ....i Read This Section Before Use!.........ii WARNING AND CAUTION ............ii MAINTENANCE................. iv 1. NOMENCLATURE ............1-1 2. PREPARATION ............2-1 2-1. Unpacking and Packing the DTM-502........2-1 2-2. Recharging and Connecting the BC-80........2-2 2-3.
  • Page 26 5. SPECIFICATIONS............5-1 5-1. Main Body................5-1 5-2. Standard Components.............5-4 5-3. External Device Connection Connector ........5-4 6. SYSTEM DIAGRAM............ 6-1 7. COMMUNICATIONS ........... 7-1 7-1. Upload Coordinate Data ............7-1 MSR1/ MSR2 7-2. Uploading PT List/Code List ............7-3 7-3. Downloading Data ..............7-5 MODE 8.
  • Page 27: Display And Key Functions

    3-1. Display and Key Functions Illumination Key Turns ON/OFF the display Back-light. Holding down for one second shows a window to adjust: 1.Backlight, 2.Reticle, 3.Lumi-guide, 4.Sound (See p.3-5) Signal Level indication Indicates the reflected light intensity in five steps, with two additional signal status indicators.
  • Page 28: Basic Measurement Screen (Bms)

    Summary Details Turns the Power ON and OFF. p.3-18 Turns the Backlight ON and OFF. p.3-5 Holding down the key for a second displays a menu: “1:Backlight, 2:Reticle light, 3:LG, 4:Sound”. Displays MENU items: 1:Job, 2:Cogo, 3:Settings, 4:Data, p.3-85 MENU 5:Comm., 6:1sec-Keys, 7:Calibrate, 8:Time.
  • Page 29 Summary Details Displays the Station setup menu. p.3-35 When the cursor is in numeric input mode ( ), enters 7. In the alpha-numeric input mode ( ), enters A, B, C, 7. Displays the Stakeout menu. p.3-46 Holding the key for a second shows S-O related settings. When the cursor is in numeric input mode ( ), enters 8.
  • Page 30 1) Basic Measurement Screen (BMS) Status bar 1. Battery : Level 4 (Full) : Level 3 : Level 2 : Level 1 : Battery LOW : Battery Change 2. Signal : Analog power OFF : No-Signal (slow-blink)or Signal LOW (quick-blink) : Flicker condition (blink) : Level 1 (minimum) : Level 2...
  • Page 31: Lcd Backlight, Reticle, Lg, Sound And Contrast

    2) LCD Backlight, Reticle, LG, Sound and Contrast [ ]/[ ] <4-switch window> <Contrast adjustment> The LCD backlight can be turned ON/OFF by pressing the illumination key ( Holding down the illumination key for one second opens a small window (4-switch window) on any screen.
  • Page 32 3. Lumi-guide (see p.3-31) : Lumi-guide OFF : Lumi-guide ON 4. Sound : Sound OFF : Sound ON...
  • Page 33: Pre-Start

    3-2. Pre-Start 1) Input Point Name/Number You can use point number or name up to 16 digits in length. Basically, the default PT is given by “Last recorded PT+1”. When the last digit is alphabetical, the same PT name is shown. While the cursor is in a PT field, there are several ways to specify a point (or input coordinates).
  • Page 34: Pressing [Ent] Without A Pt

    Press the [ENT] key on the last line (CD: field) to store the point in the current Job. 3. Pressing [ENT] without a PT When you want to use a point without recording the coordinate, you can just press the [ENT] key without inputting a PT name.
  • Page 35: When The [Msr] Softkey Is Pressed

    5. When the [MSR] Softkey is Pressed You can also input a point by on-the-spot measurement. Press the [MSR] softkey. [MSR] An observation screen is shown. Press [MSR1] or [MSR2] to start a measurement. When you need to change the Height of Target, press the [HT] softkey.
  • Page 36: Inputting Pt By [List] Softkey

    6. Inputting PT by [List] Softkey Press the [List] softkey while the cursor is in the PT field. The PT List is shown. Use Up/Down arrow keys to select a PT name and press the [ENT]. When you return to the PT input screen, the selected PT name is input.
  • Page 37: How To Input A Code

    2) How to Input a Code CD: field always defaults to the previously used code. You can change it on the recording point screen or by using the [COD] key on the BMS. (See p.3-27) 1. Direct Input Press the [MODE] key to change the input mode to alpha-numeric ( ) or numeric ( ) mode.
  • Page 38: Code List

    3. Code List Press the [List] softkey while the cursor is in CD: field to show the feature code List. To edit the Code List, you can go into MENU/4:Data/5:Code List. (See p.3-118) [List] A “Layer” has a right arrow at the end of its label. When you press the [ENT] key while highlighting “SURFACE→”, the codes and layers in the “SURFACE”...
  • Page 39: Qcode

    ====================== Advanced Features ===================== The First character Search in List For instance, when you want to see the feature code begins with “T”, you can just hit [1] key twice on the List screen. When you hit the [1] key once, it shows “S” in input mode field to indicate the selected character.
  • Page 40: How To Input Feet-Inches

    3) How to Input Feet-Inches When either US Survey Feet (US-Ft) or International Feet (I-Ft) is selected as the distance unit, there is an option for values to be input and displayed in decimal feet, or in feet and inches (See p.3-100, p.3-102). If selected, all distances, HI’s, HT’s and coordinate values will be entered and displayed in feet and inches.
  • Page 41: List Displays Of Data/Jobs

    4) List Displays of Data/Jobs You can find the “List” display in View/Edit data (MENU/4:Data), Code List and PT List functions, Job manager (MENU/1:Job) as well as when you search points throughout the software. In the List, the current cursor position is shown as an inverted line.
  • Page 42: About Jobs

    5) About Jobs When you record data on the instrument, you must create or open a Job. Please check the settings when you use the instrument for the first time. When Creating the first Job (1) Press [1] on the MENU screen to enter the Job Manager and press the [Creat] softkey.
  • Page 43 Control Job Create a Job in the office and store some coordinate data to be used by several field jobs. (1) Press [MENU] and [1] to enter the Job Manager. (2) Move the cursor onto the job you want to use as the common file (control job).
  • Page 44: Getting Started

    3-3. Getting Started 1) Turn On the Instrument Press the [PWR] key to turn on the instrument. The start-up screen is displayed. Current Temperature and Pressure are also shown. The value can be changed by pressing the [ENT] key. Use the up/down arrow keys to move the cursor between “Temp”...
  • Page 45 2) Turn Off the Instrument /ENT Press the [PWR] and [ENT] keys to turn the instrument off. [Reset]=reboots the program and re-starts. [Sleep]=puts the instrument into a power-saving mode. [ESC]=cancels the power-off process and returns to the previous screen. • When the [Reset] softkey is pressed at turning off the instrument, the software is rebooted and the Basic Measurement Screen (BMS) is displayed without an open JOB.
  • Page 46: Msr1 Msr2

    MSR1 MSR2 3) Measuring Distances 1. Sighting a Prism Reflector WARNING DO NOT view the sun through the telescope. It may cause loss of eyesight. Sight the telescope to see crosshairs at the center of the prism reflector. When a reflected lightwave is detected, the signal level is indicated.
  • Page 47 2. Measuring Distances Press the [MSR1] or [MSR2] key on the BMS or any observation screens to take a distance measurement. [MSR1]/[MSR2] While taking a measurement, the prism constant currently used is shown in small characters. If the Average count is set to 0, measurements are taken continuously until [MSR1]/[MSR2] or [ESC] is pressed.
  • Page 48: Settings For Measurement

    3. Settings for Measurement Holding down the [MSR1] or [MSR2] key for one second shows the settings for measurement. Move the cursor by Up/Down arrow keys and change each setting by Right/Left arrow keys. Target = Prism/Sheet Prism constant (Const) = -999 ~ 999mm Mode = Prec0.5mm/ Prec1mm/Normal1mm/Normal10mm = 0 (Continuous) ~ 99 Rec mode = MSR only/Confirm/ALL...
  • Page 49: Dsp

    4) Switch Displays 1. Changing Display When several data display screens are available, you can press the [DSP] key to move between them. [DSP] For instance, press the [DSP] key to change the contents of the screen on the BMS. Upon each [DSP] key-press, the screen changes DSP1/4 to 4/4.
  • Page 50: Customizing Items On The Bms

    2. Customizing Items on the BMS Hold down the [DSP] key for one second to customize the screen on the BMS. DSP1/4, DSP2/4, and DSP3/4 can be edited to show desired items. (*) Holding down [DSP] Change items by keys. The cursor can be moved by Up/Down or Right/Left arrow keys.
  • Page 51: Mode Key [Mode]

    MODE 5) Mode Key The [MODE] key changes the keyboard mode depending on the current screen. 1. While Inputting PT/CD Press the [MODE] key when the cursor is in PT/CD field to change the input mode between Alpha-numeric (A) and Numeric (1). :Numeric :Alpha-numeric [MODE]...
  • Page 52: Quick Code Mode (From Bms)

    2. Quick Code Mode (from BMS) When you press the [MODE] key on the BMS, it activates the Quick code measurement mode. [MODE] Default point name is displayed in the PT field. Press any numeric key ([0] to [9]) to start measurement and record points.
  • Page 53: Cod Key [Cod]

    6) COD Key On the BMS, press the [COD] key to change the default feature code that will appear in the CD field when you record a point. 1. Updating Default CD When you press the [COD] key on the BMS, a window for inputting the feature code is displayed.
  • Page 54: Hot Key [Hot]

    7) HOT Key The [HOT] key contains Height of Target, Temperature & Pressure, Select Target and Note input functions. It is available on any observation screen. 1. Height of Target You can change the height of target by pressing the [HOT] and [1] keys.
  • Page 55: Note

    To change the contents of a Target-set, place the cursor on the set and press [Edit]. Type = Prism/Sheet Const = -999 ~ 999mm = -9.9900 ~ 99.9900m • “HT” can be left blank in Target-set. If you leave it blank, the current HT value is always applied to the measurement.
  • Page 56: Level [Bubble]

    8) Level The Bubble indication is displayed automatically if the instrument goes out of level while the compensators are turned on. It can be activated by the Bubble key while you are in an observation screen . Press Right/Left arrow keys to turn the leveling compensators on or off.
  • Page 57: Lumi-Guide On/Off [Lg]

    9) Lumi-guide On/Off Press the [LG] key on the BMS or other measurement screens to turn the Lumi-guide ON/OFF. The Lumi-guide icon is shown in the “Status bar” when it is turned ON. Status bar : Lumi-guide ON 3-31...
  • Page 58: Ang

    3-4. Applications 1) HA Reset and Angle Operations Press the [ANG] key to display the angle menu screen. Select the desired item by pressing the numeric key or moving the highlight with the arrow keys and pressing the [ENT] key. 1.
  • Page 59: Rept

    3. Rept. Recording a Foresight Point after Repeat Angle Measurement Press the [4] key to activate and the repeat angle measurement. “HR=0” is shown. Sight the Backsight and press the [ENT] key. Sight the foresight and press the [ENT] key. The horizontal angle is accumulated and the value is held again.
  • Page 60: F1/F2

    4. F1/F2 Face1/Face2 Measurement • Perform F1/F2 measurements to obtain maximum accuracy for measuring angles. (Refer to p.2-14) By doing so, mechanical constant error (except some special error such as the vertical axis error) can be effectively cancelled out. Without taking a distance measurement, you can take F1/F2 data by pressing [ANG] →...
  • Page 61: Stn

    2) Instrument Station Setup Press the [STN] key on the BMS to display the STN menu screen. 1. Known Stn Station Setup with Known Coordinates or Azimuth Press the [1] key on the STN menu. If the input point number/name is an existing point, its coordinates are displayed and it automatically proceeds to Height of instrument field.
  • Page 62: 1: Known→1:Coord

    → 1-1. 1: Known 1:Coord Sighting the BS (backsight) Point by Inputting Coordinates Backsight point (Xb, Yb, Zb) Station point (Xi, Yi, Zi) Press the [1] key and the “Input BS point” screen is displayed. Type the point name. When the point exists in the Job, its coordinates will be shown.
  • Page 63 After taking a distance measurement, press the [ENT] key to finish the station setup. ST and F1 records are stored to the current Job. ===================== Advanced Features ====================== F1/F2 measurement The [F2] softkey is to take an angle shot and proceed to the next measurement on Face2.
  • Page 64: 1:Known→2:Angle

    → 1-2. 1:Known 2:Angle Sighting the BS (backsight) Point by Inputting Azimuth Angle Backsight point Azimuth Station point (Xi, Yi, Zi) Press [2] on the “Backsight” screen to select azimuth angle input. If you don’t have any point name for the BS (only input Azimuth), press the [ENT] key on BS field.
  • Page 65: Multiple Point Resection Setup Station By Angle/Distance Measurements To Known Points

    2. Multiple Point Resection Setup Station by Angle/Distance Measurements to Known Points - Maximum 10 points can be used in the Resection. - Measurements can be distance and angle, or angle only. - Calculation starts automatically when enough measurements are taken. - Deleting poor observations and recalculating is possible.
  • Page 66 Input the target height and press the [ENT] key. Sight PT1 and press [MSR1] or [MSR2] key. To take an angle only shot, just press the [ENT] key. The [F2] softkey is also available to take F1/F2 measurements. [MSR1] Press the [ENT] key to proceed to the next point. Input the second PT and its height of target.
  • Page 67 When the result looks OK, press [REC] or [ENT] to record the station. Input the height of instrument if required and press the [ENT] key. “ST” is defaulted to the “Last recorded PT+1”. It can be changed by placing the cursor in ST field.
  • Page 68 ===================== Advanced Features ====================== View&Delete individual data in Resection Press the [View] softkey on the calculated STN (sigma or coordinate) screen to check the measurements to each known point. dHA: Distributed errors in HA to each direction dVD: Errors in VD between measured and [ESC] [ENT] calculated distance...
  • Page 69: Quick Station (Quick)

    3. Quick Station (Quick) Setup the Station quickly without Given Coordinates The Station point (ST) in this function is defaulted to a new point number. For the new point, MP (0, 0, 0) is stored as the coordinate. When the ST is manually changed to a known point name, the setup is done on its coordinate.
  • Page 70: Remote Benchmark (Rbm) Determine Station Elevation

    4. Remote Benchmark (RBM) Determine Station Elevation Press the [4] key on STN menu. Input the BM point and press the [ENT] key. When the point is found, it is displayed for a while and the cursor moves to the HT field. Type HT and press the [ENT] key.
  • Page 71: Bscheck (Bschk)

    5. BSCheck (BSChk) Check and Reset the Backsight Direction Press [5] on STN menu to enter the BS check function. Sight the BS and press the [Reset] or [ENT] key to reset the horizontal angle to the HA set in the last station setup.
  • Page 72: S-O

    3) Stakeout FILL Height of target FILL Press the [S-O] key to display the stakeout menu screen. Select a function by the numeric keys. 1. Ang-Dist (HD-HA) Specifying the Stakeout Point Position by Angle and Distance Press the [1] key to display the screen for inputting distance and angle to the target.
  • Page 73 Rotate the instrument until the dHA is close enough to 0º00’00”. Sight the target and press the [MSR1] or [MSR2] key. When the measurement is completed, the differences between the target position and the stake-out point are displayed. dHA: Difference in horizontal angle to the target point R/L: Right/Left (Lateral error)
  • Page 74: Input Xyz

    <For “Ft-Inch”> • When the Secondary distance unit is set, S-O8/8 is added. (See p.3-102 for Secondary Unit setting) To record the stake-out point, press the [ENT] key. PT is defaulted to the last recorded PT+1. Press the [ENT] key to record the point. After recording the point, it returns to the observation screen.
  • Page 75 The delta angle and the distance to the target are shown. Rotate the instrument until the dHA is close enough to 0° 00’ 00”. Press the [MSR1] or [MSR2] key. dHA: Difference in Horizontal angle to the target point HD: Distance to the target point Advise the rodman to adjust the target position.
  • Page 76 Press the [ENT] key record the point. PT is defaulted to the specified PT+1000 (=Add constant). (See p.3-100). • “Add Constant” is defaulted to 1000 in [MENU] → [3.Settings] → [6.Stakeout]. It is an integer that is added to the point number being staked to generate a new number for recording the staked point.
  • Page 77 ====================== Advanced Features ===================== Specify a Stakeout List by Range-Input Press the [Fr/To] key while the cursor is in the PT field to input points by range. Input the start point (Fr) and the end point (To). The range has to be less than 1001 points. A point list is shown when existing points are found between ‘Fr’...
  • Page 78: Divline S-O

    . DivLine S-O This function divides the line between the instrument and the first target by an input span number then guides you to stakeout the points one by one. First, setup the base line. Sight the target on the line (End point) and press the [MSR1] or [MSR2] key.
  • Page 79: Refline S-O

    • For instance, in case you measure to the End-PT at 100m from the instrument and input “Span total =2”, the following four points are calculated and can be staked. <4/2> <1/2> <3/2> <2/2> 100m 150m 200m . RefLine S-O This function allows you to stakeout a point based on the Sta, O/S and dZ to a specified line.
  • Page 80 Input offsets to the line. Pressing the [ENT] key in a blank field enters 0.0000 automatically. Sta: Distance from P1 along with the Line O/S: Distance perpendicular to the Line (+) = Right hand-side of the P1→P2 (-) = Left hand-side of the P1→P2 dZ: Difference in height from the Line Rotate the instrument until the dHA is close enough to 0º00’00”.
  • Page 81: Prg

    4) Program Key 1. 2-Pt Reference Line Measuring Distance and Offset Values along a Specified Line Press the [1] key on the Programs menu. Input the first point for the reference line. Inputting the point by measurement is also available. Press the [MSR] softkey to get to the observation screens.
  • Page 82 <Plain view> <Side view> Prism Prism Sight the prism or reflective sheet and press the [MSR1] or [MSR2] key. 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 Vertical offset from the P1-P2 Line to the measured point...
  • Page 83 Switching screens by [DSP] REF1/4 REF2/4 REF3/4 REF4/4 < 2 Unit=Ft-inch> • When the Secondary distance Unit is set, it shows HD/VD/SD in the specified unit as the fifth screen. (See p.3-102) Press the [ENT] key to store the point and its offset distance information.
  • Page 84: Arc-Curve Reference Line (Arc) Measuring Distance And Offset Values On The Arc-Curve

    2. Arc-Curve Reference Line (Arc) Measuring Distance and Offset Values on the Arc-Curve Press the [2] key on the Programs menu. Input the Start of the Curve point (P1) and the azimuth of its tangent line (AZ1). P1can be input by direct measurement using the [MSR] softkey.
  • Page 85 When factors are input, the curve is calculated. If an input curve length “Len” is greater than is possible for a circle of the given radius, it is shortened accordingly. [OK]/[ENT] Observation screens can be changed by the [DSP] key. The [HOT] key to change HT and the [ENT] key to record points are also available.
  • Page 86: Remote Distance Measurement

    3. Remote Distance Measurement Measures the horizontal distance, vertical distance and slope distance between two points. 2nd sighting point 1st sighting point Horizontal angle 0 direction 2nd sighting point rSD: Slope distance between two points rHD: Horizontal distance between two points 1st sighting rVD: Vertical distance between two points point...
  • Page 87 Distance from the station point to the first point is displayed. Sight the second point and press the [MSR1] or [MSR2] key. Distances between the first and second point are displayed. rSD: Slope distance between two points. rVD: Vertical distance between two points rHD: Horizontal distance between two points Press the [DSP] key to change screens.
  • Page 88: Rdm (Cont.)

    3-2. RDM (Cont.) Measuring between the Current Point and the immediately Preceding Point For the RDM (Continuous) function, select [4] on this menu. The rest of the process is the same with the [3.RDM (Radial)]. (See previous pages) Difference between "1: Cont." and "2: Radial" 1: Cont.
  • Page 89: Remote Elevation Measurement

    4. Remote Elevation Measurement A prism is required only at Arbitrary point the sighting (target) point. θ Sighting point Station point Vh = HD·tan(90°–θ) – VD + HT Press the [5] key on the PRG menu to enter REM function. Input the Height of Target.
  • Page 90: Pt Reference Plane (V-Pln) Measuring Distance And Offset Values On The Vertical Plane

    5. 2-Pt Reference Plane (V-Pln) Measuring Distance and Offset Values on the Vertical Plane baseline Press the [6] key on the PRG menu to enter the 2-Pt Reference Plane function. Input two points to define the plane. Direct measurement of the point is available by the [MSR] softkey.
  • Page 91 Once the plane is defined, the calculated Sta/dZ and values are updated as you move the telescope. No distance measurement is required. Sta = Horizontal distance from P1 to the target point along the baseline dZ = Vertical distance from P1 to the target point. Switching screens by [DSP] PLN1/3 PLN2/3...
  • Page 92: Pt Reference Plane (S-Pln) Measuring Distance And Offset Values On The Slope

    6. 3-Pt Reference Plane (S-Pln) Measuring Distance and Offset Values on the Slope Target (X,Y,Z) Press the [7] key on the PRG menu to enter the 3-Pt Reference Plane function. Input three points to define the slope plane. Direct measurement of the points is available by the [MSR] softkey.
  • Page 93 • In case the plane is defined by two points (by selecting [2Pt]), that vertical plane will be the (Temp P3) same with the one used in V-Pln function but the indicating factors (Sta/dZ vs a/b) are different. (See p.3-64) ・...
  • Page 94: Rec/ Ent

    /ENT 5) Recording Measurement Data 1. Recording Data from any Observation Screen Press the [ENT] key to record points on observation screens. PT is defaulted to the Last recorded PT+1. PTname-List and PTname-Stack are available to input PT. (See p.3-10) Code-List and Code-Stack are also helpful to input.
  • Page 95: Outputting Data To The Com Port

    Job by [ENT]. [ENT] Format of the output data is defined by “Ext.Comm=NIKON or SET” in [MENU] → [3.Settings] → [5.Comm]. (See p.3-99) • To output data upon pressing [ENT], “Data Rec” setting in [MENU] → [3.Settings] → [8.Rec] should be set to “COM”.
  • Page 96: Offset Measurements O/S

    6) Offset Measurements 1. Tape Offset Measurements Press the [O/S] and [1] key from the BMS to enter the Taped offset function. When no distance measurement was taken before pressing [O/S] → [1], a temporary measurement screen is displayed. Sight the target and press the [MSR1] or [MSR2]. Input offset distances from the measured point.
  • Page 97 Calculated coordinate is shown. Input PT (and CD) and press the [ENT] key to record the point. RAW data will also be recalculated based on the tape-offset value. 3-71...
  • Page 98: Angle-Offset Measurements

    2. Angle-Offset Measurements After (or before) a distance measurement, press the [O/S] and [2] to enter the Angle- offset function. When no distance measurement is taken before entering the Angle-offset, a temporary measurement screen is displayed. Sight the target and press the [MSR1] or [MSR2]. Rotate the alidade and telescope to take a necessary angle offset while the measured distance (HD) remains unchanged.
  • Page 99: Two-Prism Pole

    3. Two-Prism Pole Press the [O/S] key on the BMS and select [3] to get to the 2-Prism pole function. Sight the first prism and press the [MSR1] or [MSR2] key. After taking a measurement, it automatically proceeds to the second point measurement.
  • Page 100: Line Extension By Horizontal Angle Offset

    4. Line Extension by Horizontal Angle Offset Press the [O/S] key on the BMS and select [4] to get to the Line Extension (by HA) function. Sight the first prism (or target) and press [MSR1] or [MSR2]. It automatically goes to the next screen.
  • Page 101 Input PT (and CD) and press the [ENT] key to record the point. Height of target is fixed to 0.0000 for the offset point. → = Sxample records in [O/S] [4. +Line by HA] = SS, 40, 0.0000, 48.3304, 169.20370, 82.02470, 10:52:37 CO, PT1, 0.0000, 48.3020,169.19165, 83.58565 CO, PT2, 0.0000, 48.3155,168.54250, 85.42440 CO, O/S MSR:40 0.0000 169.20370 87.02340...
  • Page 102: Horizontal Distance Input After Angle-Only Shot

    5. Horizontal Distance Input after Angle-only Shot Press the [O/S] key on the BMS and select [5] to enter the Input HD function. Turn the telescope to the direction of the point you are to store and input the HD (usually taped distance from the instrument point).
  • Page 103: Calculate The Corner Point

    6. Calculate the Corner Point Press the [O/S] key on the BMS and select [6] to enter the Corner point function. Take a distance measurement to the first prism (or target) on the wall, press the [MSR1] or [MSR2] key. Sight a second point on the same wall with the first point measurement and press the [MSR1] or [MSR2] key again.
  • Page 104 When a measurement is taken to the forth point, the corner point can be calculated as the intersection of two walls (P1-P2 and P3-P4). The default elevation is given by P4. Input PT (and CD). Height of target is defaulted to the one used in the last measurement.
  • Page 105: Circle Offset Measurements

    7. Circle Offset Measurements Press the [O/S] key on the BMS and select [7] to enter the circle center calculation function. When no measurement is taken to the circle before entering this function, a temporary measurement screen is shown. Sight any point on the surface of the circle and press the [MSR1] or [MSR2] key.
  • Page 106 Sight the other edge of the circle and press [ENT] to calculate and record the center of the circle. The coordinate of the center point and the radius of the circle are calculated. Press the [ENT] key or [OK] softkey to record the point. →...
  • Page 107: Extend Slope Distance

    8. Extend Slope Distance After (or before) taking a distance measurement, press the [O/S] and [8] keys to enter the function to extend the Slope distance. When no measurement was taken before entering the function, a temporary measurement screen is shown.
  • Page 108: Usr Key [Usr1]/ [Usr2]

    7) USR Key Assign a function you frequently use in the field to a key so that it can be activated by just one key-press. You can select a function from the below list. • Input HT • BS Check •...
  • Page 109 Once the function is assigned to the [USR] key, every time you press the key on the BMS, the selected function is directly called and activated. [USR1] • Changing the function assigned to the [USR] key can also be done in [MENU] → [6.1sec-Keys] → [3.USR].
  • Page 110: Dat Key Dat

    8) DAT Key The [DAT] key is the quick access from observation screens to view data in the current Job. When the [DAT] key is pressed on the BMS or observation screens in Stakeout or 2Pt RefLine, Arc RefLine, etc., the assigned data in the current Job is displayed at once.
  • Page 111: Using Various Functions (Menu-Key) [Menu]

    MENU 9) Using Various Functions (menu-key) Press the [MENU] key to display the MENU screen. 1. Job Manager Press the [1] key on the MENU screen to get into the Job Manager. It shows a Job list. The newest Job name is displayed on the top of the List.
  • Page 112 Input a Job name maximum eight characters and press the [ENT] key. When you want to check the Job settings, press the [Sett] softkey. Otherwise, you can just press the [ENT] key or [OK] softkey to create a new job. •...
  • Page 113: Deleting Job

    VA zero: Zenith / Horizon / Compass AZ zero: North/South (Coordinate) Order: NEZ/ENZ HA: Azimuth/0 to BS Each setting can be changed by Right/Left arrow keys. You can move the cursor using Up/Down arrow keys and change any setting. Pressing the [ENT] or Down arrow key on each line will move the cursor to the next line.
  • Page 114: Control Job

    1-4. Control Job Once a Control job is assigned, the system will search the coordinate points in the Control Job when the input point cannot be found in the Current Job. When a point is selected among points found in the Control Job, it will be copied to the Current Job as a UP record.
  • Page 115: Displaying Job Information

    1-5. Displaying Job Information Place the cursor on the Job you want to check the contents of. Number of Records in the Job, Free space and the Creation date are displayed. “Free space” indicates how many points can be stored in the Job. Press any key to return to the Job List screen.
  • Page 116: Cogo

    2. Cogo Coordinate Geometry Calculations Press the [2] key on the MENU screen to display the COGO menu screen. This function can be used at any time from observation or PT input screens. 2-1. Inverse Calculating Angle and Distance between Two Coordinates There are two functions in Inverse.
  • Page 117 Press the [DSP] key to change the contents of the result screen. G d : Grade (HD/VD) V%: 100/Gd rSD: Slope distance PT1 to PT2 2-1-2. 3Pt Angle The other function in Inverse is “3Pt Angle” which calculates the angle between two lines defined by three points.
  • Page 118: Bearings & Distances Calculating Coordinates From Angle And Distance

    When three points are input, the included angle and distances are to be calculated. Press [ENT] to return to the Inverse menu. Press [ESC] to return to the “Input Base Point” screen. 2-2. Bearings & Distances Calculating Coordinates from Angle and Distance There are two functions in Bearings and Distances menu to calculate new points.
  • Page 119 2-2-2. Traverse (2Pt& +Ang input) “Traverse” function calculates a new point based on the two defined points and angle, horizontal and vertical distances from the line defined by those two points. Input P1 and P2 by inputting point names or taking measurements to targets.
  • Page 120: Area & Perimeter Calculating Area And Perimeter

    2-3. Area & Perimeter Calculating Area and Perimeter Press the [3] key in the COGO menu. Input the first point of the lot and press the [ENT] key. In the upper right corner of the screen, there is a counter which indicates how many points have been entered.
  • Page 121: Line And Offset

    2-4. Line and Offset Calculating Coordinates from Line and Offset Press the [4] key in the COGO menu to enter the Line & offset function. Type in the base point (P1) and specify the azimuth bearing by AZ or P2 (a second point on the line). Once the base point and bearing are established, input the horizontal distance along the baseline (Sta), the horizontal distance perpendicular to the line...
  • Page 122: Input Coordinate Manually Input Coordinate

    The coordinate is stored as a CC record. Line definition information and “Sta”, “O/S” and “dVD” values will also be stored in comment records. 2-5. Input Coordinate Manually Input Coordinate Press the [5] key in the COGO menu to enter the manual input XYZ function.
  • Page 123: Menu

    3. Sett Initial Settings Press the [3] key on the MENU screen to display the initial settings menu. • The items shown in a box (eg. VA zero direction ) in “Conditions” column are Job Settings that can not be changed once a Job is created. •...
  • Page 124 Menu Item Conditions 2:Dist Scale Factor Numerical input between 0.999600 and 1.000400. Temp&Press Correction ON/OFF Sea Level Adjustment ON/OFF C&R Correction OFF: C&R OFF 0.132: C&R ON (coef. 0.132) 0.200: C&R ON (coef. 0.200) As the surface of the earth is curved, the vertical difference (VD and Z) at the measurement point, as referenced to the horizontal plane, will inevitably include some error.
  • Page 125 3:Coord. Coordinate Order NEZ/ENZ <Coordinate Label> XYZ/YXZ/NEZ(ENZ) Azimuth zero Direction North/South 4:Power <Main Unit> OFF/5min/10min/30min <EDM Unit> OFF/At Once/0.1min/ 0.5min/3min/10min <Power Save (Sleep mode)> OFF/1min/3min/5min 5:Comm <Data Collector/Recorder> NIKON/SET <Baud rate> 1200/2400/4800/9600/ 19200/38400bps <Data Length> <Parity> EVEN/ODD/NONE <Stop bit> 3-99...
  • Page 126 Menu Item Conditions 6:S-O <Add constant in Stakeout> Used to give a default point number to record observed data in Stakeout (1 ~ 999,999). <LG Distance Guide>* 0 ~ 9.99m (32.8ft) * “LG Distance Guide” is a unique feature to inform rodman rough In/Out information to the design point in Stakeout, by changing the Lumi-guide flashing speed.
  • Page 127 Menu Item Conditions 8:Rec <Store Data> RAW / XYZ / RAW+XYZ When recording SS/CP/SO records on the BMS or S-O, it records raw and/or coordinate data based on this setting. <Rec LG- ON> ON: When recording a point from the BMS, the LG will be turned ON for two seconds.
  • Page 128 Menu Item Conditions 9:Other <XYZ Disp> screen) Fast/Norm/Slow/+ENT Defines speed to move to the next screen after showing XYZ of the input PT. <Secondary Unit>* (Continued to the next page) None/Metre/US-Ft/I-Ft <Beep on Signal> ON/OFF <Split ST> No/Yes** Point numbers of station points can be separated from other record type point numbers by this setting.
  • Page 129 Menu Item Conditions 9:Other <Owner’s Detail> screen) Up to 20 characters, you can show your company name or owner’s information on top of the start-up screen. ** When ‘Split ST’ is set to “Yes”, the default starting ST number can be input in the additional setting screen that appears. 3-103...
  • Page 130: Data

    4. Data Viewing and Editing Records Press the [4] key on the MENU screen to display the Data menu. 4-1. View Records • “Data View” feature is available at all times even from observation or inputting PT screens. 4-1-1. View data from RAW data Press the [1] key on the Data menu screen to show the RAW data in List form.
  • Page 131 Pressing the [DSP] key switches the display in the following order when the “Store DB” setting sets to “RAW+XYZ”. 1st screen 2nd screen • Coordinates are not available in F1/F2 records. • When you take more than one measurement to the same point and select to overwrite the XYZ data, the old raw record become 'raw data only'.
  • Page 132 2nd screen 3rd screen • dX/dY/dZ is difference in coordinates to its planned (designed) position. It will be downloaded as a comment record in Nikon RAW format. CO records A comment added to the job from the system. For example, when you change the Stn-Z by the Remote Benchmark function, or the horizontal angle is reset by the BSCheck function, the system records what you have done in the field.
  • Page 133 4-1-2. View data from Coordinate data When [2:XYZ data] is selected in the Data menu, coordinate data will be shown from the bottom (newest) line. You can use the Up/Down arrow keys to scroll through the records. Right/Left arrow keys are also available to page-up and page-down.
  • Page 134 4-1-3. View data by Station records Press [3] in the Data menu to view records by Station records. A list of all Stations is displayed first. Use Up/Down (or Right/Left for Page-Up/ PageDown) to place the cursor on the Station name you want to check.
  • Page 135: Delete Record

    4-2. Delete Record 4-2-1. Delete RAW data Place the cursor using the Up/Down arrow key to the record you want to delete, then press the [DEL] softkey. A confirmation screen is displayed. Press the [ENT] key or the [Yes] softkey to delete the specified record.
  • Page 136 4-2-2. Delete Coordinate data Place the cursor using the Up/Down arrow keys to the record you want to delete, then press the [DEL] softkey. A confirmation screen is displayed. Press the [ENT] key or the [Yes] softkey to delete the specified record.
  • Page 137: Edit Records

    4-2-3. Delete data by Station Move the cursor to the ST record you are to delete and press the [DEL] softkey. A confirmation screen is displayed. Press the [ENT] key or [Yes] softkey to proceed. A reconfirmation screen is to be shown. There is no undelete function on the instrument.
  • Page 138 4-3-1. Edit RAW record Place the cursor using the Up/Down arrow keys to the record you are going to edit, then press [Edit]. [Edit] can be activated from the detailed data screen shown right. Move the cursor using the Up/Down arrow keys and modify necessary fields.
  • Page 139 4-3-2. Edit Coordinate record Place the cursor using the Up/Down arrow keys to the record you want to edit, then press [Edit]. [Edit] can be activated from the detailed data screen shown right. Move the cursor by using the Up/Down arrow keys and modify necessary fields.
  • Page 140: Search Record

    4-3-3. Edit Station record The system will not recalculate all measurements based on the change in Station. All Coordinate and RAW data observed from edited ST must be recalculated in your post-processing software. If you need to modify the ST record, place the cursor on the ST you are to change.
  • Page 141 If you want to find the point by PT name, type in the name and press the [ENT] key twice to start search. Type the PT and/or CD. The asterisk (*) can be used as a wildcard. For example, when you input “30*” in the PT field, Pt:300, 301, 302, 3000A2, 3010…etc.
  • Page 142 • When no point matches the specified criteria, an error screen is displayed. Press any key to return to the list of data screen. 4-4-2. Search from Coordinate record Press the [Srch] softkey to activate the XYZ data search function. If you want to find the point by PT name, type in the name and press the [ENT] key twice to start search.
  • Page 143: Input Coordinate

    Detailed data screen for the selected record is displayed. Press the [ESC] key to return to the list screen. On this screen, the [DSP] key is also available to change the contents. • When no point matches the specified criteria, an error screen is displayed.
  • Page 144: Name List And Code List

    4-6. PT Name List and Code List Two List files are stored in the instrument by default. One is for PT name input and the other is for CD input. Structure of these files is the same and the basic functions are common, i.e., Delete, Edit, Add item/code and Add Layer.
  • Page 145 4-6-1. Delete PT/Code/Layer Place the cursor using the Up/Down arrow keys to the code (or layer) you want to delete, then press [DEL]. A confirmation screen is displayed. Press the [ENT] key or [Yes] softkey to delete the code. Press the [ESC] key or [No] softkey to cancel deleting the code.
  • Page 146 4-6-2. Edit PT List/Code List Move the cursor using the Up/Down arrow keys to the PT, Code or Layer name you are going to edit, then press [Edit]. For the PT List, there is only one field. (There are two input fields for Codes. See the example below.) Modify the string and press [ENT].
  • Page 147 4-6-3. Add PT name While you are in the PT List, press the [Add] softkey to add a new PT name to the current Layer. Input a new PT and press [ENT]. The input PT is added to the current Layer and the List is updated.
  • Page 148 After input of a Code, the List is updated. 4-6-5. Add Layer Press the [Layer] softkey. Type the name of the new Layer. Pressing the [Mode] key changes the input mode between alpha and numeric. Press the [ENT] key to store the new layer.
  • Page 149: Communication

    3: Upload a PT name List file 4: Upload a Code List file Press the [1] key to go to the download settings screen. Format: NIKON/SDR2x/SDR33 Data: RAW/Coordinate Press the [ENT] key on the “Data” field and it displays the total number of records that will be downloaded.
  • Page 150: Upload Coordinate Data

    Press the [4] key to delete the current Job. Pressing the [Abrt] softkey or the [ESC] key returns you to the BMS. 5-2. Upload Coordinate Data Press the [2] key to upload coordinate data via cable. The default data format is displayed. If you would like to change the order of data fields, you can press [Edit] (See p.3-126 for details).
  • Page 151 As each point is received by the instrument, the “Record” number is incremented. • If the [ESC] key is pressed during upload data, it aborts the process and returns to the Comm-menu screen. Records already processed before [ESC] are stored in the job.
  • Page 152 ===================== Advanced Features ====================== Edit data order for Upload Press the [Edit] softkey and the Edit data fields screen is shown. To move the cursor among the fields, press Left/Right arrow keys. To change the item in each field, press either of the [ ] or [ ] softkeys to toggle the field among PT, N, E, Z, CD and blank.
  • Page 153: Upload Pt-List/Code-List File

    5-3. Upload PT-List/Code-List File Press the [3] key to upload a Point List and [4] for the Code List file via cable. Connect the RS-232C cable and start a terminal program on your PC. Press [OK] or [ENT] to put the instrument into “Receiving a List file”...
  • Page 154: Sec-Keys

    6. 1sec-Keys Press the [6] key on the MENU screen to access the settings in [MSR], [DSP], [USR], [S-O] and [DAT] key. 6-1. Settings in [MSR] Key Press [1] to enter the MSR key settings. There are two MSR keys. Each key keeps its settings separately.
  • Page 155: Settings In [Dsp] Key

    6-2. Settings in [DSP] Key When you want to change the display items in BMS and Stakeout observation screen, press the [2] key. You can move the cursor by Left/Right and Up/Down arrow keys. To change the display item, press the [ ] or [ ] softkey. Press [ENT] at the last line of <DSP3>...
  • Page 156: Settings In [S-O] Key

    6-4. Settings in [S-O] Key Press [4] to enter the settings for Stakeout. There are two settings for Stakeout. (See details on p.3-100) 6-5. Settings in [DAT] Key Press [5] to enter the [DAT] key settings. The (*) mark is placed in front of the currently selected view format.
  • Page 157: Date & Time

    8. Date & Time Press the [8:Time] key on the MENU screen to display the Date & Time screen. Date & Time in the current setting are shown. The Date format is Year-Month-Day. For example, if you want to change the date to January 18, 2000, then press: 2000 [ENT] 1 [ENT] 18 [ENT] just press [ENT], [ENT], and 18 [ENT] on the...
  • Page 158 3. OPERATION CONTENTS 3-1. Display and Key Functions ..........3-1 1) Basic Measurement Screen (BMS) ..........3-4 2) LCD Backlight, Reticle, LG, Sound and Contrast ......3-5 3-2. Pre-Start ................3-7 1) Input Point Name/Number ...............3-7 1. Inputting an Existing PT...............3-7 2. Inputting a New PT ................3-7 3.
  • Page 159 5) Mode Key [MODE] ..............3-25 1. While Inputting PT/CD ..............3-25 2. Quick Code Mode (from BMS)............3-26 [COD] ...............3-27 6) COD Key 1. Updating Default CD................3-27 2. Qcode Observation ................3-27 [HOT] ................3-28 7) HOT Key 1. Height of Target..................3-28 2. Temperature & Pressure ..............3-28 3.
  • Page 160 5. BSCheck (BSChk) Check and Reset the Backsight Direction...........3-45 [S-O] ................3-46 3) Stakeout 1. Ang-Dist (HD-HA) Specifying the Stakeout Point Position by Angle and Distance..3-46 2. Input XYZ Specifying the Stakeout Point Position by Coordinates......3-48 3. DivLine S-O ..................3-52 4. RefLine S-O..................3-53 [PRG] ..............3-55 4) Program Key 1.
  • Page 161 9) Using Various Functions (menu-key) [MENU] ......3-85 1. Job Manager ..................3-85 1-1. Opening an Existing Job............3-85 1-2. Creating a New Job ..............3-85 1-3. Deleting Job................3-87 1-4. Control Job ................3-88 1-5. Displaying Job Information ............3-89 2. Cogo Coordinate Geometry Calculations.............3-90 2-1. Inverse Calculating Angle and Distance between Two Coordinates ..3-90 2-2.
  • Page 162 4. CHECKING AND ADJUSTMENT 4-1. Plate Level (Making the axis of the level vial at right angle to the vertical axis of the instrument) 1) Checking (1) Set up the instrument on the tripod and follow the leveling procedures described in [2-5. Leveling] p.2-10. (2) Rotate the alidade 180°.
  • Page 163 4-3. Optical Plummet (Aligning the optical axis of the plummet with the vertical axis of the instrument) 1) Checking (1) Place the instrument on the tripod. (No leveling is necessary.) (2) Place a thick sheet of paper marked with an X on the ground just below the instrument.
  • Page 164 4-4. Zero Point Errors of Vertical Scale and Horizontal Angle Corrections 1) Checking (1) Set up the instrument on the tripod and complete the leveling procedure described in [2-5. Leveling] section. (See p.2-10) (2) On the BMS, with the telescope in its Face1 position, sight a target that is placed within ±45°...
  • Page 165 2) Adjustment There are two steps in the calibration program. Mostly, going through the first step only should be enough since the trunnion axis by itself is finely adjusted mechanically. To make a serious adjustment on the trunnion axis error compensation, you can proceed to the second step and go through three sets of observations.
  • Page 166 Upon finishing the measurement, the message on the bottom line is changed from “DO NOT TOUCH!” to “Turn to FACE2”. Take a F2 measurement to the same target and press the [ENT] key. VA2: Face-right vertical angle (tilt-off value) HA2: Face-right horizontal angle (tilt-off value) X2: Face-right X axis tilt value Y2: Face-right Y axis tilt value When the observation on F2 is completed four...
  • Page 167 Second step Sight the second target that is placed more than 30 degrees above the horizontal plane . Taking angle measurements by pressing the [ENT] key in the following order. - Face2 to P2 - Face1 to P2 - Face1 to P1 (Horizontal) - Face2 to P1 (Horizontal) 2nd set - Face2 to P2...
  • Page 168 Only when the setting “HA corr.” is set to OFF while you complete updating the trunnion axis parameter, a question screen to change the setting will be shown. Press the [Yes] softkey to change the setting ([ENT] doesn’t work here). ================== Trunnion axis compensation =================== The trunnion axis error, which is reported when the vertical axis and the trunnion axis (horizontal axis) are not perpendicular to each other, and the sighting axis...
  • Page 169 (5) Move the DTM-502 to other points along the line PQ, and repeat Step (4) several times. Calculate the average. (6) If the difference between the value of PR+QR and the value PQ is 3mm or longer, contact your nearest Nikon representative.
  • Page 170 5. SPECIFICATIONS 5-1. Main Body Telescope Tube length: 158mm/6.22in. Magnification: Effective diameter of objective: 45mm/1.77in. (EDM: 50mm/1.97in.) Image: Erect Field of view: 1°20' (2.3m at 100m/2.3ft. at 100ft.) Resolving power: 2.5'' Focusing distance: 1.3m/51.1in. ~ Infinity Focusing method: Anallactic focusing Reticle illumination: 3-level variable Angle measurement...
  • Page 171 Distance range with Nikon prisms Under normal atmospheric conditions (ordinary haze with visibility about 20km/12.5miles) With single prism: 2,400m/7,900ft. With triple prism: 3,100m/10,200ft. With nine prisms: 3,700m/12,100ft. Under good atmospheric conditions (no haze with visibility over 40km/25miles) With single prism: 2,700m/8,900ft.
  • Page 172 Tribrach: Detachable Level vial sensitivity DTM-552 Plate level vial: 20''/2mm Circular level vial: 10'/2mm DTM-532 Plate level vial: 30''/2mm Circular level vial: 10'/2mm DTM-522 Plate level vial: 30''/2mm Circular level vial: 10'/2mm Optical plummet Image: Erect Magnification: Field of view: 5°...
  • Page 173 Weight Main unit: Approx. 4.9kg/10.80lbs. Battery BC-80: Approx. 0.6kg/1.32lbs. Quick charger Q-75U/E: 0.45kg/0.99lbs. Carrying case: Approx. 4.0kg/8.82lbs. 5-2. Standard Components DTM-502 main body: Battery pack BC-80: Quick charger Q-75U or Q-75E: Tool set: Objective lens cap: Vinyl cover: Instruction manual: Carrying case: Shoulder strap: 5-3.
  • Page 174 NOTE Cautions when using the connector 1. Be sure to connect the specified male connector for this connector. Prepare the cable and the connector connected with an external device at your side. 2. Be sure to connect according to the pin arrangement shown in the previous page.
  • Page 175 Q-B4U/B4E (with power cord) 115V, 220/240V Quick charger Q-75U (115V), Q-75E (220/240V) External battery cord type B4-1 External Ni-Cd battery type B4E Diagonal DTM-502 series eyepiece Low-power eyepiece (21X) DTM/PC connecting cable (9 pin/25 pin) High-power eyepiece (41X) Personal computer...
  • Page 176 Mini prism C Standard round Mini prism single prism C holder Tiltable single Triple prism prism holder holder Mini prism Prism adapter adapter Tribrach adapter 13/14 Leveling base W10/W11 Nikon tripod Telescopic Tripod for telescopic prism pole prism pole...
  • Page 177 7. COMMUNICATIONS 7-1. Upload Coordinate Data 1) Settings Transmit Speed and other conditions can be set in [MENU] → [3.Settings] → [5.Comm]. (See p.3-99 for detail.) 2) Contents of uploading data and order Code Code Code Code Code PT Point number: max 16 digits X coordinate: Actual Y coordinate: Actual Z coordinate: Actual...
  • Page 178 3) Data Example 20100,6606.165,1639.383,30.762,RKBSS 20104,1165611.6800,116401.4200,00032.8080 20105 5967.677 1102.343 34.353 MANHOLE 20106 4567.889 2340.665 33.444 PT1 20107 5967.677 1102.343 34.353 20109,4657.778,2335.667,,PT2 20111,4657.778,2335.667 20113 4657.778 2335.667 20115,,,34.353,MANHOLE 20117,,,33.444...
  • Page 179 7-2. Uploading PT List/Code List 1) Settings Transmit Speed and other conditions can be set in [MENU] → [3.Settings] → [5.Comm]. (See p.3-99 for detail.) 2) Format for PT/Code List file PT List and Code List use the same structure. But the file name should be fixed to “POINT.LST”...
  • Page 180 3) Data Example DEFAULT “STRUCTURES” “TREE”, “S0001” “FENCE”, “S0002” “MAIL BOX”, “S0003” “FLOWER BED”, “S0004” “ROADS” “MANHOLE”, “R0001” “CENTER LINE” “WHITE”, “R002-W” “YELLOW”, “R002-Y” “SIDEWALK”, “R0003” “CRROSSING”, “R0004” “BRIDGE”, “R0005” “SIGNAL”, “R0006” “HIGHWAY STAR”, “R0007” “RAILWAY” “CRROSSING”, “RW001” “STATION”, “RW002” “SIGNAL”, “RW003”...
  • Page 181 7-3. Downloading Data 1) Settings Transmit Speed and other conditions can be set in [MENU] → [3.Settings] → [5.Comm]. (See p.3-99 for detail.) 2) Data format Records in NIKON RAW Data Format V2.00 Coordinate Records Record , pt (pt id) northing...
  • Page 182 Control Point Records , (pt id) , ht , sd , ha , , time , code pt = Point Number (pt id = Point ID) ht = Height of Target sd = Slope Distance ha = Horizontal Angle va = Vertical Angle time = 24 Hour Time Stamp code = Feature Code Sideshot Records...
  • Page 183 F1/F2 Records time F1 = Face of Shot (F1 or F2) pt = Point Number ht = Height of Target sd = Slope Distance ha = Horizontal Angle va = Vertical Angle time = 24 Hour Time Stamp Comment/Note Records text...
  • Page 184 Record Formats (SDR 2x/33) Header Record 00NM 0000 datetime dist press temp coor ver (5-20) = SDR Download Version* * SDR2x will read SDR20V03-05. SDR33 will read SDR33V04-01. 0000 (21-24) = Not used. datetime (25-40) = Download Date and Time (seconds are not shown). ang (41) = Angle Units.
  • Page 185 Target Details Record 03NM ht (2x:5-14) (33:5-20) = Height of Target. Backsight Bearing Details Record 07KI stnpt bspt bsazim stnpt (2x:5-8) (33:5-20) = Station Point Number. bspt (2x:9-12) (33:21-36) = Backsight Point Number. bsazim (2x:13-22) (33:37-52) = Backsight Azimuth. ha (2x:23-32) (33:53-68) = Horizontal Angle. Coordinates Record 08KI northing...
  • Page 186 Job Identifier Record 10NM jobid incZ T&Pcorr C&Rcorr refcon sealev jobid (5-20) = Job Name/Title. NOTE: The following fields are all SDR33 format only. 1 (21) = Point ID Length option. incZ (22) = 2D or 3D coordinates. 2D:1, 3D:2. T&Pcorr (23) = Atmospheric Correction.
  • Page 187 3) Data Example Nikon Raw Data Format CO,Nikon RAW data format V2.00 CO,B: EXAMPLE5 CO,Description: SAMPLE DATA OF DOWNLOAD CO,Client: NIKON CO,Comments: YOKOHAMA PLANT CO,Downloaded 22-JUL-2002 18:56:10 CO,Software: Pre-installed software version: 1.00 CO,Instrument: Nikon DTM-552 CO,Dist Units: Metres CO,Angle Units: DDDMMSS...
  • Page 188 Nikon Coordinate Data Format 1,100.0000,200.0000,10.0000, 2,200.0000,300.0000,20.0000, 3,116.9239,216.9140,11.8425,TRAIN PLATFORM 4,126.6967,206.2596,11.2539,RAMP 11,100.0045,199.9958,10,0000, 13,116.9203,216.9113,11.7157, 14,126.6955,206.2579,10.9908, 21,100.0103,199.9958,10.0000, 31,100.0013,200.0005,10.0000, 41,100.0224,200.0331,9.9000, 43,116.9263,216,9165,11.8016,CURB 44,126.7042,206.2871,10.8193,DITCH 45,116.9266,216.9160,11.8028, 46,126.7046,206.2845,10.8213,CP POINT 7-12...
  • Page 189 SDR2x RAW Data Format 00NMSDR20V03-05 000023-Jul-2002 18:39:111211 10NMTEST JOB 01KI1 Nikon DTM532000000 Nikon DTM53200000012 0.000 0.000 0.000 13NMDownloaded 23-Jul-2002 18:39:22 13NMSftware: Pre-installed software version: 1.00 13NMInstrument: Nikon DTM-532 13NMDist Units: Metres 13NMAngle Units: Degrees 13NMZero azimuth: North 13NMZero VA: Horizon...
  • Page 190 SDR2x Coordinate Data Format 00NMSDR20V03-05 000023-Jul-2002 18:40:111211 10NMTEST JOB 01KI1 Nikon DTM532000000 Nikon DTM53200000012 0.000 0.000 0.000 13NMDownloaded 23-Jul-2002 18:40:06 Pre-installed software 13NMSftware: version: 1.00 13NMInstrument: Nikon DTM-532 13NMDist Units: Metres 13NMAngle Units: Deqrees 13NMZero azimuth: North 13NMZero VA: Horizon 13NMProjection correction: OFF 13NMC&R correction: OFF...
  • Page 191 8. ERROR MESSAGES AND ACTIONS 1) When recording data The data storage is full. Action: Press any key to return to the BMS. Then, you need to delete unnecessary data by entering [MENU] → [4:Data] or delete a job via [MENU] → [1:JOB]. A Job is not opened.
  • Page 192 Input PT you are going to record already exists in the current Job. (Existing coordinate record can NOT be overwritten by measured data.) Action: Press any key to return to the point input screen. Change PT. Input PT you are going to record already exists in the current Job.
  • Page 193 3) In Station Setup The input PT (or coordinate) is identical to the current station in STN/1:Known. Or, the same coordinate or point name/number is found in Resection. Action: Press any key to return to the PT input screen. Use different PT. There is not enough space to record a station when you start any of the Station setup functions.
  • Page 194 Calculating ST failed in Resection (after deleting a point in “View shots” screen). Action: Press any key to return to the PT input screen. Take another shot to calculate STN coordinate. 4) In Angle ([ANG] key) function [ANG] → [4.F1/F2] is pressed without a F1/F2 measurement in station setup.
  • Page 195 6) In Programs NEZ full coordinate is required in S-Plane function. Action: Press any key to return to the PT input screen. Use 3D point. If no Stn Setup or BS check is done when entering the Program functions. [1:Continue] = goes to Programs menu [2:Stn Setup] = jumps to STN menu [ESC] = returns to the BMS •...
  • Page 196 An existing JOB name is input. Action: Press any key and change the Job name The selected job is the current Job. Choose different job for the Control file. Action: Press any key to return to the previous screen. 8) In Cogo The input PT (or coordinate) is identical to the previous input PT.
  • Page 197 9) In Settings Any of the following JOB settings is changed. • 1:Angle>>VA zero, HA • 2:Distance>>Scale, T-P, Sea Lvl, C&R • 3:Coord.>>Coord, Az zero • 5:Unit>>Angle, Dist, Temp, Press [OK]/[ENT] = closes the current Job. Changes in the settings are stored. [Abrt]/[ESC] = cancels the change in the Job settings.
  • Page 198 Editting the current ST is prohibited. Old ST records can be edited. (No recalculation can be performed on the instrument). Action: Press any key to return to the code/layer name input screen. Coordinates of SO/SS/CP records cannot be changed. Action: Press any key to return to the previous screen.
  • Page 199 • If the existing point is UP/CC/MP records (not referred by ST or BS) then the record will be overwritten by the uploading record without an error or warning. Other errors, such as an alpha character included in coordinate fields, etc. Action: Press any key and check the line in the upload data.
  • Page 200 Conforming Standards: FCC: FCC 15B CLASS B satisfied EU EMC Directive satisfied NOTE: This equipment has been tested and found to comply with the limits for a Class B personal computer and peripherals, pursuant to Part 15 of the FCC Rules. These limits are designed to provide reasonable protection against harmful interference in a residential installation.
  • Page 201 • The contents of this manual are subject to changed without any notice. • Although every effort has been made to ensure the accuracy of this manual, if you note any points that are unclear or incorrect, contact your nearest Nikon GEOTECS representative.

This manual is also suitable for:

Dtm-552Dtm-532Dtm-522

Table of Contents