TI Precision LGP202N Total Station User Manual TOTAL STATION

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LGP202N User Manual HTML Version

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TOTAL STATION

LTS-200SERIES

LTS-202N

LTS-205N

On-Board Application

LinertecExpress

INSTRUCTION MANUAL

- 1 -

Before using this product, be sure that you have thoroughly read and understood this

instruction manual to ensure proper operation. After reading this manual, be sure to keep in

a convenient place for easy reference.

Exemption clause

1) TI Asahi Co.,Ltd. (TIA) shall not be liable for damage caused by Acts of God, fire, alteration or

servicing by unauthorized parties, accident, negligence, misuse, abnormal operating conditions.

2) TIPS shall not be liable for changes or disappearance of data, loss of company profit or

interruption of company operation incurred by the use of this product or malfunction of it.

3) TIPS shall not be liable for damage caused by usage not explained in the instruction manual.

4) TIPS shall not be liable for damage to this product caused by other equipment connected to this

product.

DISPLAY AND KEYBOARD.................................................................................................6
Operation Key...................................................................................................................6
Function Key.....................................................................................................................7
INTRODUCTION.................................................................................................................9
1 Introduction.................................................................................................................9
2 Before using the LinertecExpress manual..............................................................10
ACCESSING LINERTECEXPRESS...............................................................................12
1 How to access LinertecExpress................................................................................12
2 Allocation of each LinertecExpress Function key..................................................12
3 Typical Function keys of LinertecExpress.............................................................13
PROGRAM.........................................................................................................................14
1 RDM (Remote Distance Measurement)..................................................................14
1.1 PH INPUT.......................................................................................................15
1.2 Reference Point-Target Distance..................................................................15
1.3 Target-Target Distance.................................................................................15
1.4 New Reference Point Selection.....................................................................15
2 REM...........................................................................................................................16
2.1 General Pictures of Measurement................................................................16
3. VPM..........................................................................................................................17
COMMUNICATION..........................................................................................................20
1 Text File read / write.................................................................................................22
1.1 Writing to Text File.......................................................................................22
1.2 Reading from Text File..................................................................................23
1.3 Text File setup................................................................................................26
2 Communication with USB........................................................................................28
3 DATA TRANSFER...................................................................................................29
3.1 Receiving Coordinate Data...........................................................................29
3.2 Sending Data..................................................................................................30
3.4 About DataLink DL-01 Software.................................................................34
SETUP...................................................................................................................................38
1    ADJUST SETTING...............................................................................................38
[3.SHEET CONST]..........................................................................................................38
[4.CRV/REF CORR]........................................................................................................38
[4. COMP AXIS]..............................................................................................................39
to enter..............................................................................................................................39
2    ACTION SETTING...............................................................................................39
3    UNIT SETTING.....................................................................................................41
4    COMMUNICATION SETTING..........................................................................42
5    FUNCTION SETTING.........................................................................................42
5.1 Language Selection........................................................................................43
5.3 Input method selection..................................................................................45
5.4 Action Method Selection................................................................................47
5.5 Remote method selection...............................................................................47
5.6 Compare method selection............................................................................48
5.7 Request aiming selection...............................................................................49
5.8 EDM settings selection...................................................................................49
5.9 Elevation factor..............................................................................................50
5.10 Duplicate point check..................................................................................51
5.11 Meas. Display................................................................................................52
4

5.12 Both faces meas............................................................................................53
5.13 Save Mode.....................................................................................................53
5.14 BACKSIGHT SAVE....................................................................................53
MEASURE............................................................................................................................81
1 Rectangular Coordinates..........................................................................................81
2 Polar Coordinates.....................................................................................................82
3 Rectangular & Polar Coordinates...........................................................................84
4 IH measurement........................................................................................................86
STAKE OUT.......................................................................................................................89
1 Stake Out...................................................................................................................89
2 Point to Line..............................................................................................................94
3.1 Three point...................................................................................................100
3.2 Circle radius.................................................................................................103
FILE MANAGER.............................................................................................................105
1 Information of the remaining memory availability.............................................105
2 Creation of a new Job.............................................................................................105
3 Selection of a Job Name..........................................................................................106
4 Deletion of a Job Name...........................................................................................106
5 All Clear...................................................................................................................106
VIEW AND EDIT...........................................................................................................107
1 Create the Rectangular Point..............................................................................107
2 Edit the Data..........................................................................................................108
3 Point Code List......................................................................................................109
3.1 Point Code...................................................................................................109
3.2 PointCode Create.......................................................................................111
3.3 PointCode Edit...........................................................................................111
FREE STATIONING.....................................................................................................112
1 Station setup [By Rectangular Coordinates]......................................................112
1.1 Coordinates, X, Y, Z, IH, and PC input...................................................113
1.2 Point selection from the list.......................................................................114
1.3 Station Orientation....................................................................................116
1.4 Multiple Orientation..................................................................................117
2 Station setup [By Polar Coordinates]..................................................................118
2.1 Point Name input.......................................................................................118
2.2 IH, TEMP, PRESS, ppm and PC input...................................................118
2.3 Station Orientation....................................................................................119
3 FREE STATIONING...........................................................................................120
3.1 Stationing by more than 3 known points.................................................120
3.2  Stationing by two known points..............................................................122
5

TI Asahi Co.,Ltd. is a sole proprietor of the LinertecExpress software.

The LinertecExpress software and publication or parts thereof, may not be reproduced in any

form, by any method, for any purpose.

TI Asahi Co.,Ltd. makes no warranty, expressed or implied, including but not limited to any

implied warranties or merchantability or fitness for a particular purpose, regarding these

materials and makes such materials available.

DISPLAY AND KEYBOARD

• Basic display and keyboard of LTS-200 series are described below, and the function keys

of LinertecExpress are described in “2. ACCESSING LINERTECEXPRESS”.

Operation Key

Key Description

[POWER] ON/OFF of power supply

[ESC] Returns to previous screen or cancels an operation.

[ILLU] Turns the illumination of the LCD display and telescope reticle on　

and off.

[ENT] Accepts the selected (highlighted) choice or the displayed screen

value.

[LASER] Displays the laser plummet and the LD point screen when you push

the Laser key.

[Alphanumeric] At the numerical value screen, the numerical value and the sign “.”　

displayed are input. The English characters printed right under

numeric of each key are input.

[HELP] Pressing [lLLU]+[ESC] key causes a help menu to appear in

BASE MEASURE or causes a help message to appear.

Power Supply Key Function Key Illumination Key ESC Key Laser Key

Enter Key

Alphanumeric

and +/- key

Function Key

[ ] F1 Moves the cursor to the left.

[ 　 ] F2 Moves the cursor to the right.

[ 　 ] F3 Moves the cursor up.

[ 　 ] F4 Moves the cursor down.

[ △ ] F1 Goes back five items on the screen.

[ ▽ ] F2 Goes forward five items on the screen.

[RETICLE] F3 Changes the reticle illumination when pressing illumination

key.

[LCD] F4 Changes the LCD contrast when pressing illumination key.

[ILLU] F5 Changes the LCD illumination when pressing illumination key.

[CLEAR] F5 Clears the figure.

[SELECT] F5 Opens the selection window.

• The Function keys of each LinertecExpress function are described in “2. ACCESSING

LINERTECEXPRESS” and at each function.

Display combination of MODE A or MODE B

Function MODE A MODE B

F1 MEAS DISP

F2 TARGET ANG SET

F3 0 SET HOLD

F4 S.FUNC CORR

F5 MODE MODE

• Mode A or Mode B is switched by pressing [F5] [MODE].

ALPHANUMERIC INPUT

The point name etc. is input by the alphanumeric keys as following.

Key

Letter under Key

Letter & figure order to input

[0]

[@][.][_][-][:][/][0]

[1]

PQRS

[P][Q][R][S][p][q][r][s][1]

[2]

TUV

[T][U][V][t][u][v][2]

[3]

WXYZ

[W][X][Y][Z][w][x][y][z][3]

[4]

GHI

[G][H][I][g][h][i][4]

[5]

JKL

[J][K][L][j][k][l][5]

[6]

MNO

[M][N][O][m][n][o][6]

[7]

[ ][?][!][_][¯][^][|][&][7]

[8]

ABC

[A][B][C][a][b][c][8]

[9]

DEF

[D][E][F][d][e][f][9]

[.]

[.][,][:][;][#][(][)]

[+/-]

[+][-][*][/][%][=][<][>]

1. INTRODUCTION

1.1 Introduction

Thank you for your first look at LinertecExpress by reading this manual.

The LinertecExpress is a user friendly data collection and calculation program for the

LINERTEC LTS-200 Series Total Stations.

LinertecExpress is developed based on PowerTopo, which is known as a versatile on-board

software. The optimum combination of LinertecExpress and LTS-200 hardware makes

LinertecExpress an easy and useful fieldwork tool.

The icon based main menu offers you the following possibilities.

1. PRO: Program（RDM，REM，VPM）

2. I/O: Communication（Text read/write，USB，DATA Transfer）

3. PRE: Preference (Setup)

4. CALC: Calculations (COGO, 2D Surface, Road Design)

5. MEAS: Measurement

6. STAK: Stake out

7. FILE: File manager

8. DATA: Data

9. STATION: Free Station (Backward Intersection)

1.2 Before using the LinertecExpress manual

• Memories in the instrument

The LTS-200 series incorporates not only the LinertecExpress surveying programs as the

Special Function but also File Manager and Data Transfer Programs.

The internal memory of the instrument can store a maximum of 60,000 points of data.

• Relations between the Memory and each Function

Function Read from the stored data Write to the stored data

Measure SP, BSP SP, BSP, FP (SD)

Stake Out SP, BSP, SOP SP, BSP, SOP, OP

Point to Line SP, BSP, KP1, KP2 SP, BSP, KP1, KP2, OP

Free Stationing Each KP Each KP, SP (CD)

Traverse SP, BSP SP, FP (SD)

VPM SP, BSP, Each KP SP, BSP, Each KP, CP (CD)

Station point: SP Foresight

point: FP Backsight point: BSP Stake Out point: SOP

Known point: KP End point: EP Observation

point: OP Conversion

data: CD

Conversion

point: CP Crossing point: CRP Surveyed data: SD 　　

• IH stands for “Instrument Height” and PH stands for “Prism Height”.

• The LinertecExpress manual mainly describes the LTS-200 special functions, and the

basic operations are described in the (basic) LTS-200 manual. Therefore, refer to the

LTS-200 basic manual regarding the LTS-200 general instrument operations.

The LinertecExpress screens vary with the selections of the “Preference”.

The factory default settings of the Preference are shown there. It is also possible to select

“Process type” that takes over the functionality of “LinertecExpress” or “Structure type”

that takes over the functionality of our past product in ”Action Method Selection”.

• The LTS-200 series instrument has a Job name of “LINERTEC” and “COGOPoint” as

its default setting. Each data is stored under “LINERTEC” unless another new Job name

is created. When another Job name is created, each data is stored in the new Job name.

• The input range of the X, Y and Z Coordinate is “-99999999.998” - “99999999.998”.

• The input range of the Instrument and Prism height is “-9999.999” - “9999.999”.

• The PC, PointCodeList, is added to the PN, Coordinates X, Y, Z and IH (PH or IH)

and you can input your desired attributes for the point. If you have PointCodeList in the

job named “PointCodeList”, you can easily select one of the PointCode from the list or

edit one of them after pressing [ENT]. Please note, that Point Code, which is saved in the

other job, can not be referred to as a list.

• There are two Coordinates types: Rectangular and Polar.

The RO, VO, DO, TO offset and the remote measurement are possible when you select

the

Rectangular Coordinates.

The RO, DO offset is possible when you select the Polar Coordinates.

• When you measure in EDM SETTINGS of COARSE TRACKING, the LTS-200

displays a distance value to two decimal places. However, distance data of polar

coordinates are displayed by EDIT function to three decimal places, and sent, to four

decimal places. So, “0“ or “00” is added to the distance data after the third decimal point

in COARSE TRACKING mode.

For example

Displayed value: 123.45

Displayed by EDIT: 123.450

Sent polar data: 123.4500

• Rectangular coordinates are displayed, stored, and sent to three decimal places even if

in COARSE TRACKING or FINE MEASURE mode.

• You can change the distance measurement mode during measuring operation by

pressing the EDM key at the MEASURE and VPM functions.

• The same Point Name of the plural polar points can be saved.

2. ACCESSING LINERTECEXPRESS

2.1 How to access LinertecExpress

To access the LTS-200 Special Functions of the LinertecExpress, perform the following

procedures.

Press the [POWER] (ON/OFF) key. The Electronic Vial screeen will comes up.

Press Enter Key or Laser Key to proceed to the LTS-200 start-up screen.

Then, change to BASE MEASURE screen.

Press [F4] [S.FUNC] to view Functions of LinertecExpress screen.

2.2 Allocation of each LinertecExpress Function key

INVERSE, POINT COORDINATES, LINE-LINE INTERSECTION functions

CALCULATION screen is viewed by pressing

[F2] [CALC]. The CALCULATION consists

of COGO, 2D SURFACE and REM functions.

COGO screen is viewed by selecting 1. COGO and pressing [ENT].

The COGO consists of INVERSE,

POINT COORDINATES,

CIRCLE RADIUS,

LINE-ARC INTERSECTION,

LINE-LINE INTERSECTION,

ARC-ARC INTERSECTION,

DISTANCE OFFSET,

POINT DISTANCE OFFSET,

ARC DISTANCE OFFSET,

and functions.

2.3 Typical Function keys of LinertecExpress

Following function keys are typical of LinertecExpress and each function key is described for

each function in this Manual.

KEY Description

PAGE Views another function combination.

SELECT Selects the Character and moves to next input at PN input etc.

ACCEPT Enters the displayed values without new Coordinates value input etc.

INPUT Inputs your desired Horizontal angle.

BSP Views the BSP SETUP screen to input its Coordinates.

SAVE Saves input data.

ME/SAVE Measures and then saves input data.

EDIT Changes the Point Name or Prism Height.

REMOTE Views your aiming point Coordinates.

OFFSET Views the Target Coordinates adding the offset values.

STATION Returns to the STATION POINT SETUP screen.

H. ANGLE Returns to the STATION POINT H.ANGLE SETUP screen.

LIST Views the POINT SELECTION FROM THE LIST screen.

OTHER Views the JOB LIST SEARCH screen.

ZOOM ALL Returns to the original size.

ZOOM IN Magnifies the graphics size.

ZOOM OUT Reduces the graphics size.

DRAW Views the GRAPHICAL VIEW screen.

DISP Views point or point & graphic or point & point name or all.

DELETE Views the POINT DELETION screen.

FIND PN Views the PN search screen by inputting the point name.

ADD Allows you to add more points for free stationing.

CALC Starts the calculation of free stationing.

NEXT Views the next known point Coordinates setup screen.

DATA Views the TARGET POINT screen.

TARGET Selects the Target type.

EDM Selects the EDM settings.

ALL Selects all points of the current job.

ORDER The order of selected points.

3. PROGRAM

3.1 RDM (Remote Distance Measurement)

With RDM, the Horizontal, Vertical and Slope distance and % of Slope between the Reference

point and the Target point are measured. Any Target point can be changed to the new

Reference point.

Press the [ENT][RDM] of the

LinertecExpress screen to view

the “REF. point”

Target 1

Target 2

Ref. P

Station

3.1.1 PH INPUT

Press [F4] [EDIT] to input the PH,

Reference Point Height.

3.1.2 Reference Point-Target

Distance

Aim at the Reference point and press

[F1] [MEAS] to measure the Reference point.

It turns to TARGET POINT screen automatically.

Aim at the Target 1 and press [F1] [MEAS] to

measure a distance. The distance between

Reference point and Target point 1 is displayed.

V.dst. and % grade are displayed by minus mark

when the Target point height is at a lower position.

Press the [F3] [DATA] to view the TARGET

POINT screen.

3.1.3 Target-Target Distance

Aim at the Target 2 and press [F1] [MEAS] to

measure a distance.

The distance between Reference point and Target

point 2 is displayed.

Press [F5] [DISP] to display the distance between

Target1 - Target 2.

3.1.4 New Reference Point Selection

Press [ENT] to view the REF. POINT SELECTION

screen.

New Ref. point can be selected.

Press the [F5] [ENT] to view the TARGET POINT

screen. Reference point is changed.

Input the new PH and repeat the same procedure as

the above.

3.2 REM

3.2.1 General Pictures of Measurement

With REM measurement, a prism (Reference point) is set approximately directly below the

place to be measured, and by measuring the prism, the height to the target object can be

measured. This makes it easy to determine the heights of electric power lines, bridge

suspension cables, and other large items used in construction.

From the LinertecExpress screen, Select [F2] [REM]

and press [ENT] to view MEASURE screen.

Please press [ENT] after measuring distance.

General Picture

Horizontal distance

Height

Prism Height

Prism

3.3. VPM

The Virtual plane includes the Vertical plane.

With VPM, the Coordinates on the vertical plane and virtual plane can be obtained by entering

the “Station Coordinates and Azimuth” and by measuring P1, P2 and P3.

Two points make a vertical plane and three points make a virtual plane.

You can measure the Point Coordinates of this virtual plane by aiming at your desired points.

Press [ENT] of the LinertecExpress screen to view the

“Measure” screen .

Press[F4] [Edit] to input the Prism Height

of the reference point.

Press [ENT] to enter“KNOWN POINT

COORD. SETUP”screen.

Azimuth

Station

Coordinates

Vertical plane created

by 2 points

Coordinates of your aimed

point on the vertical plane

Virtual plane created by 3 points

[LIST] Key

All stored points can be displayed as follows by

pressing [F2] [LIST].

Press the [F2] [LIST] to view POINT SELECTION

FROM THE LIST screen.

You can enter Coordinates data by applying the List

data.

Press [ENT] to open the input window of PN, X, Y,

Z and IH value.

Input each Character or value and press [F5]

[ACCEPT] to view the STATION POINT

H. ANGLE SETUP screen.

Input the H. angle by pressing [F2] [INPUT], [F3] [0SET] and [F4] [HOLD] or Backsight

Coordinates by pressing [F5] [BSP].

Press [ENT] to open the input window when using [F5] [BSP].

Pressing [F2] [INPUT] Input any horizontal angle.

Pressing [F5] [BSP] The information for Back Sight

Point is obtained. Press [ENT] to finalize the input.

Aim at the reference point, then press [ENT] to　

enter Multiple Orientation. For more details, refer to

“11.1.4 Multiple Orientation”. Following Multiple

Orientation, it takes you to MEASURE screen.

Aim at point 1 and press [F1] [ MEAS].

Measured Coordinates are displayed.

Press [ENT] to view the next MEASURE screen.

In the same manner, aim at point 2 and press [F1]

[ MEAS].

Measured Coordinates are displayed.

Press [ENT] to view the COORD.

ON THE VIRTUAL PLANE screen.

Aim at your desired point and press [ENT].

The Coordinates which you aim at are displayed.

Press [MEAS] to view the next MEASURE screen.

Aim at point 3 and press [F1] [MEAS]. Measured

Coordinates are displayed.

Press [ENT] to view the COORD. ON THE

VIRTUAL PLANE screen.

Aim at your desired point and press [ENT].

The Coordinates, which you aim at, are displayed.

Pressing [F4] [EDIT] can edit the Point Name and Prism Height.

Pressing [F5] [DISP] can switch displayed value

from Rectangular data to Polar data.

Press [F2] [SAVE] to save the measured data.

4. COMMUNICATION

The communication setting and the Input/Output of data are performed by this

function.

We recommend you not to press any key until data transfer is completed while

transfer operation.

Notice concerning the unit of data to transfer.

Output data (Rect. data & Polar data).

Coordinates and Distance data.

The unit of output is “m” even if the distance unit setting of the instrument to send the

data is “m”, “ft” and “ft+inch”. Angle, Temperature and Pressure data.

The data is output according to the unit setting of the Angle, Temperature and Pressure

of the instrument to send the data.

Input data (Rect. data).

Coordinates data.

The unit of input is “m” .

Then, it is converted according to the distance unit which is set in the instrument, and

displayed on the screen.

DATA FORMAT

1. DC-1

[In case of Text File read / write]

Record

No. :Site

name :L/F

code

Record

No. : P. Name : X

Coord. :Y

Coord. :Z

Coord. L/F code

[In case of Communication with COM]

Record

No. :Site

name : BCC : L/F

code

Record

No. : P. Name : X

Coord. :Y

Coord. :Z

Coord. : BCC L/F code

[Record No.]

The Record number is a 5-digit serial number.

(the number consists of a 4-digit serial number plus one digit. The last digit represents

the data type. 1: Site name; 2: Survey P.data)

[P. Name] The Survey P. number is handled as text data, if it is input.

[ : ] “ : ” is used to separate items.

[Coordinate data] X, Y, and Z coordinate data

A 6-digit integer part and a 3-digit fraction part represent coordinate data.

[BCC]

To detect a data transmission error, BCC is calculated per block and attached to

the end of data.

[L/F code] use CR/LF

BCC is calculated by the following calculation method

BCC = ΣA – ( B × 40H ) 20H

ΣA = Each character of a block that contains the sum of the ASCII code

B = ΣA÷40H (truncate decimal places)

2. CSV

[P. Name]

The P. Name is handled as text data, if it is input.

[Coordinate data]

X, Y, Z Coordinate data.

Represented by a 6-digit integer part and a 3-digit fraction part.

[P. Code]

The P. Code is handled as text data, if it is input.

[L/F code]

use CR/LF.

3. ExtCSV

[31] Fixed

NOTE: This format is used when sending PointCodeList. Received files are

automatically saved in the “PointCodeList” of Job File.

4. AUX

Format of AUX is used the same as

that

of DC1.

P.Name , X

Coord. ,Y

Coord. ,Z

Coord. , P.Code ,

L/F

code

31 , No. , P.

Name

Code ,X

Coord. ,Y

Coord.

L/F

code

Press the [2] [COMMUNICATION] of the LinertecExpress to view the TRANSFER MENU

screen.

4.1 Text File read / write

Text file read/write allows you to input and output format and text data specified recording

media. Before taking this procedure, make sure of TextFile Setup (refer to “4.1.3. Text file

Setup”).

Press the [ENT] of the TRANSFER MENU screen

to view the TEXT FILE R/W screen.

4.1.1 Writing to Text File

This command allows you to transfer the existing measurement point data in the internal

memory to specified format per file.

When output Rectangular Data, select 1 and

in case of Polar Data, select 2, then press [ENT].

Press [F5] [SELECT] to select format and data save

place, then press [ENT].

[FORMAT SELECTION]

Rectangular Data

• DC1 (Extension DC1)

• CSV (Extension CSV)

• ExtCSV (Extension CSV)

※ Be careful that extension of CSV and ExtCSV

will be the same.

Polar Data

• DC1 (Extension DC1)

• AUX (Extension AUX)

• CSV (Extension CSV)

[DATA SAVE PLACE]

INTERNAL

Save data in the memory of the instrument.

Output file can be loaded to PC by connecting a

USB (Refer to 4.2 Communication with USB )

SD CARD

Save data in the SD card.

Output file can be loaded to PC by connecting a

USB.

[DATA SAVE PLACE」is set in the SD card, you can use the SD card directly without

connection USB.

Select the file you desire to output, then press [ENT].

New files are created in the memory of the

instrument and SD card, and also transferred data

will be recorded in it.

[File Name]

Rectangular Data [Job Name]_C.[Extension]

Polar Data [Job Name]_P.[Extension]

NOTE: If free memory space becomes less than

1MB, you can not create the file, and an error message [Space capacity is short] is

displayed. Try again after increasing free memory space.

4.1.2 Reading from Text File

This command allows you to transfer the text file

containing measurement point data in the internal

memory of the instrument or SD card to the data

that can be used with the instrument.

Select 3.Rect. Data Text Read, then press [ENT]

Select the format of the file you desire to read and

data save place, then press [ENT]

[FORMAT SELECTION]

• DC1 (Extension DC1)

• CSV (Extension CSV)

• ExtCSV (Extension CSV)

[DATA SAVE PLACE]

INTERNAL

Read the file in the internal memory of the

instrument.

SD CARD

Read the file in the SD

Select the file you desire to read, then press [ENT]

In this case, a new Job File is created in the internal

memory of the instrument and the transferred data is

recorded in it.

NOTE: File name is limited to a maximum of 12 characters. If the file name is more than

13 characters, it is not put in the list of the file that can be read.

NOTE: Error Message

• Duplication of the file name.

If the same file name exists in the instrument, an error message [The file name isn’t correct]

is displayed. Change the file name and try again.

• Incorrect format.

If the format is incorrect, an error message [Format is not correct] is displayed.

Check the format of the coordinate data and try again to read the text file.

(For more details on “Format”, refer to “10. INPUT/OUTPUT”.)

• Maximum number of Job Files stored in the internal memory is exceeded.

The maximum number of Job Files stored in the file is 50. If you try to read a new file

while 50 job files already exist, an error message [limited number of files ] is displayed.

Delete unnecessary job files by pressing [4. DELETE] in [FILE MANAGEMENT].

(For more details, refer to “3.4 Deletion of a Job Name”.)

• The remaining capacity of the internal memory becomes less than 1 MB.

You cannot create a file when the remaining capacity is not enough and an error

message [Space capacity is short] is displayed. Make sure that the remaining capacity is

more than 1MB, then try again to read the text file.

NOTE: Warrning

• The number of data exceeds 3,000 points.

The maximum number of points stored in the internal memory per job is 3,000 points. If

it reaches 3,000 points during reading the text file, an error message ["3,000 point over!"] is

displayed. In this case, up to the 3,000th point will be read, but after that no more.

• The number of data exceeds the maximum number of Job Files stored in the internal

memory.

If the total number of points in all Job Files exceeds the maximum number of points stored

in the internal memory, an error message [WARNING This job file was exceeded] is

displayed. In this case, up to the maximum number can be read, but after that no more.

[Suitability of SD card]

• The SD card that can be used with the instrument is 1GB or less.

• SD card and SD logo is a registered trademark.

• The SD cards listed in the following table have been tested by us and

it has been confirmed that the SD cards can be used with the LTS-200 series .

This test has been done with only the LINERTEC LTS-200 series Total Station, but no other

LINERTEC Total Stations. When using with other LINERTEC Total Stations, please contact

us to confirm

it works properly.

It has also been confirmed that the models mentioned in the following table can be used with

the LTS-200 series Total Station. Other brands or models of SD cards are not confirmed by

us.

Please note that the test has been done by us and that this does not mean that each SD card

manufacturer guarantees that the SD cards can be used with the LINERTEC LTS-200 series

　 SD Card

Maker Model Capacity

Toshiba SD-C01GTR 1GB

SanDisk SDSDB-1024-J95 1GB

Panasonic RP-SDM01GL1A 1GB

• Regardless of the information mentioned here, take note that not all SDHC cards can be

used with the LTS-200 Total Stations.

• Test item：The following has been done according to our Test Standards.

① When data is being sent (by connecting USB), it is necessary to be able to refer to

information on the SD card from PC and to operate the file.

② When writing/reading text, it is necessary to be able to read/write text file.

4.1.3 Text File setup

When coordinate data is output/input to and from

text file, input parameters.

4.1.3.1 Writing data setting

Select the 4. TextFile Setup and press [ENT] to

view the TextFile Setup screen.

[1. WRITE RECT. DATA]

Select the 1. Rect. Data Text Write and press [ENT]

to view the following screen.

Press [ENT] to open the selection window. Select

each setting and press the [ENT].

Press [F5] [ACCEPT] to enter when all selections are finished.

• DISP.# AXIS: BASIS DIRECT, RIGHT ANGLE, or HEIGHT is selected when

data is transferred between the TS and PC. (cfr. “5.5.2 Coordinate axis definition”)

They are used for matching coordinate system between definition in the instrument and

definition in the external device when they are different. However, it is necessary to match

the definition of the “Coord. Axis” between settings in “Rect. Data Text Write” and

settings in “Coordinate axis definition” when same coordinate systems are used.

• Factory default setting of SENDING

1. DISP.1 AXIS: BASIS DIRECT

2. DISP.2 AXIS: RIGHT ANGLE

3. DISP.3 AXIS: HEIGHT

4. ROTATION: CW

[2. WRITE POLAR DATA]

Select the 2. Polar Data Text Write and press [ENT]

to view the following screen.

Press [ENT] to open the selection window. Select each setting and press [ENT].

Press [ACCEPT] to enter when all selections are finished.

• Factory default setting of 3. SEND POLAR DATA

1. ROTATION: CW

4.1.3.2 Reading data setting

Select the 4. TextFile Setup and press [ENT] to view

the TextFile Setup screen.

Select the 3. Rect. Data Text Read and press [ENT]

to view the following screen. Press [ENT] to open

the selection window. Select each setting and press

[ENT].

Press [ACCEPT] to enter when all selections are finished.

• DISP.# AXIS: BASIS DIRECT., RIGHT ANGLE, or HEIGHT is selected when

data is transferred between the TS and PC. (cf.“5.5.2 Coordinate axis definition”)

They are used for matching coordinate system between definition in the instrument and

definition in the external device when they are different. However, it is necessary to match

the definition of the “Coord. Axis” between settings in “Rect. Data Text Read” and settings

in “Coordinate axis definition” when same coordinate systems are used.

• Factory default setting of RECEIVING

1. DISP.1 AXIS: BASIS DIRECT.

2. DISP.2 AXIS: RIGHT ANGLE

3. DISP.3 AXIS: HEIGHT

4. ROTATION: CW

4.2 Communication with USB

By connecting the instrument and PC with USB cable, you can refer to information in the

internal memory and SD card. You can use this to transfer the file in the internal memory and

SD card to PC or send the file created in the PC to the internal memory or SD card.

Connect the instrument and PC by USB cable as follows;

[Connecting USB cable]

(1) Open the SD&USB slot cover.

(2) Insert the USB connector into the USB port in the right

direction.

(3) After the USB cable is removed, close the SD&USB slot cover

completely.

CAUTION

• Be sure to open/close the SD&USB slot cover and

insert/remove

the USB cable indoors.

Choose 2. Communication with USB of the

TRANSFER MENU screen and press [ENT] to

view the DATA SAVE PLACE screen.

Select data save place, then press [ ENT].

[DATA SAVE PLACE]

INTERNAL

Refer to the internal memory of the instrument.

SD CARD

Refer to SD card.

[Button]

UPDATE

Reset USB communication and update the information being displayed on PC.

STOP

Finish USB communication, then return to TRANSFER MENU screen.

NOTE: If the Removable Disk doesn’t activate although the USB is connected, click My

Computer then double-click Removable disk.

CAUTION

• DAT file in the internal memory is identical with the information in the job file stored in

the instrument. For the files with DAT extension, do not copy, paste and delete the file,

and do not change the file name.

NOTE: DAT file has a hidden file. If you take the following procedure in Windows, DAT

file is not displayed.

 Go to Windows Explorer

Click Folder Options in Tools

 Click tab of View

 In Advanced settings, check [Hidden file and No showing hidden file]

 Click OK

• When you finish USB communication, make sure to click [Safely Remove Hardware]

icon shown in the bottom right of the Desktop. If you don’t click this icon, it may cause a

loss of data. In case the file, that should be downloaded, is not included, try this procedure

again. Before pressing the key to finish, make sure to click [Safely Remove Hardware]

icon.

4.3 DATA TRANSFER

This instrument can use the communication by

RS-232C.

Select 3. Data Transfer of the TRANSFER MENU

screen and press the [ENT] to view the TRANSFER

screen.

4.3.1 Receiving Coordinate Data

The Rect. data is sent from the PC and stored in the

internal memory of the instrument.

Select the 1. RECEIVE RECT. DATA and press [ENT] to view FORMAT SELECTION

screen.

Select the DC1 format and press [ENT] to view

DATA RCV. CONFIRMATION screen.

(Same procedure is performed for CSV format.)

Set the PC to be ready to send and press [ENT] to

receive the data from the PC.

4.3.2 Sending Data

The data stored in the internal memory is sent to the

PC.

Including: 2.send RECT. DATA ；3.send POLAR

DATA

[RECT. DATA]

Select the 2.SEND RECT.DATA and press [ENT] to

view the FORMAT SELECTION screen.

Select DC1 format and press [ENT] to view the

DATA SEND. CONFIRMATION screen.

(Same procedure is performed for CSV format.)

NOTE: When Rect.data DC1 is selected and data is transmitted to PC, the DC1 format

PointCode data cannot be transferred.

If CSV or ExtCSV is selected, the PointCode data

can be transferred to PC.

Press [ENT], and set the PC to be ready to receive.

[POLAR DATA]

Select the 3. SEND POLAR DATA and press [ENT] to

view the FORMAT SELECTION screen.

Select DC1 format and press [ENT] to view the DATA SEND. CONFIRMATION screen.

(Same procedure is performed for AUX format.)

Press [ENT], and set the PC to be ready to receive.

4.3.3 Communication setup

The communication parameter is set when stored

data is received or sent between the instrument and

the PC etc.

4.3.3.1 Receiving data setting

Select the 4. COMMUNICATION SETUP and press

[ENT] to view the COMM. SETTING

SELECTION.

[1. RECEIVE RECT. DATA]

Select the 1. RECEIVE RECT. DATA and press

[ENT] to view the following screen.

Press [ENT] to open the selection window. Select

each setting and press [ENT].

Press [ACCEPT] when all selections are made.

• DISP.# AXIS: BASIS DIRECT., RIGHT ANGLE, or HEIGHT is selected when

data is transferred between the TS and PC. (cfr. “5.5.2 Coordinate axis definition”)

They are used for matching coordinate system between definition in the instrument and

definition in the external device when they are different. However, it is necessary to match the

definition of the “Coord. Axis” between settings in “Communication setup” and settings in

“Coordinate axis definition” when same coordinate systems are used.

• Factory default setting of RECEIVING

1. BAUD RATE: 1200

2. DATA LENGTH: 8

3. PARITY BITS: NIL

4. STOP BITS: 1

5. SIGNAL CONTROL: ON

6. XON/XOFF: ON

7. PROTOCOL: ON

8. RECORD DELIMETER: CR

9. DISP.1 AXIS: BASIS DIRECT.

10. DISP.2 AXIS: RIGHT ANGLE

11. DISP.3 AXIS: HEIGHT

12. ROTATION: CW

4.3.3.2 Sending data setting

Select the 4. COMMUNICATION SETUP and

press [ENT] to view the COMM. SETTING

SELECTION.

[2. SEND RECT. DATA]

Select the 2. SEND RECT. DATA and press [ENT]

to view the following screen.

Press [ENT] to open the selection window. Select

each setting and press the [ENT].

Press [ACCEPT] when all selections are made.

• DISP.# AXIS: BASIS DIRECT, RIGHT ANGLE, or HEIGHT is selected when

data is transferred between the TS and PC. (cfr. “11.2 Coordinate axis definition”)

They are used for matching coordinate system between definition in the instrument and

definition in the external device when they are different. However, it is necessary to match

the definition of the “Coord. Axis” between settings in “Communication setup” and

settings in “Coordinate axis definition” when same coordinate systems are used.

• Factory default setting of SENDING

1. BAUD RATE: 1200

2. DATA LENGTH: 8

3. PARITY BITS: NIL

4. STOP BITS: 1

5. SIGNAL CONTROL: ON

6. XON/XOFF: ON

7. PROTOCOL: ON

8. RECORD DELIMETER: CR+LF

9. DISP.1 AXIS: BASIS DIRECT

10. DISP.2 AXIS: RIGHT ANGLE

11. DISP.3 AXIS: HEIGHT

12. ROTATION: CW

[3. SEND POLAR DATA]

Select the 3. SEND POLAR DATA and press [ENT] to

view the following screen.

Press [ENT] to open the selection window.

Select each setting and press the [ENT].

Press [ACCEPT] when all selections are made.

• Factory default setting of 3. SEND POLAR DATA

1. BAUD RATE: 9600

2. DATA LENGTH: 8

3. PARITY BITS: NIL

4. STOP BITS: 1

5. SIGNAL CONTROL: ON

6. XON/XOFF: ON

7. ROTATION: CW

4.3.4 About DataLink DL-01 Software

DataLink DL-01 Software allows you to send collected data by LTS-200 to other devices, to

receive coordinates data, and to convert the resulting files into a number of common formats.

a) Recommendation for "PN".

It is recommended that “PN” (Point Name) data should consist of less or equal to 4

(one-byte) numeric characters to convert files with DL-01. Because, it may not be

converted properly if alphabetic characters or more than 5 (one-byte) numeric

characters are used for the “PN”.

b) Notes for the data transferring.

Please be careful about following items for the data transfer with "DL-01".

b-1 Type of data, which can be transferred.

With PTL, “POLAR DATA” can be transferred by “DC1” or “AUX” format.

In addition, it is possible for DL-01 to receive/convert “POLAR DATA” with “DC1

(DC-1Z) ” format.

b-2 Notes for unit.

If you are requested to select unit when you convert data on DL-01, please select unit

according to the settings on LTS-200.

b-3 Limitation for each format.

Please, use “CSV” or “DC1( DC-1Z)” format to transfer data to/from LTS-200.

Limitation for the "CSV" format.

With the “CSV” format, “PN” and “PC (Point Code)”data that consists of less or equal

to 15 (one-byte) characters can be transferred.

Limitations for the "DC1 (DC-1Z)" format.

With “DC1 (DC-1Z)” format, the length of “PN” data should consist of less or equal

to 11 (one-byte) characters. And with the “DC1 (DC-1Z)” format “PC” data cannot

be transferred.

b-4 Recommended communication settings on LTS-200.

Recommended settings for “COMM SETTING SELECTION” on LTS-200 special

function is as follows.

LTS-200 → PC(DL-01) to “SEND RECT. DATA”

1. BAUD RATE: 1200

2. DATA LENGTH: 8

3. PARITY BITS: NIL

4. STOP BITS: 1

5. SIGNAL CONTROL: OFF

6. XON/XOFF: OFF

7. PROTOCOL: OFF for “CSV” format, ON for “DC1 (DC-1Z)” format

8. RECORD DELIMETER: CR

Subsequent items: As you like.

LTS-200 → PC(DL-01) to “SEND POLAR DATA”

1. BAUD RATE: 1200-9600

2. DATA LENGTH: 8

3. PARITY BITS: NIL

4. STOP BITS: 1

5. SIGNAL CONTROL: OFF

6. XON/XOFF: OFF

7. ROTATION: As you like.

PC(DL-01) → LTS-200 to “RECEIVE RECT. DATA”

1. BAUD RATE: 1200

2. DATA LENGTH: 8

3. PARITY BITS: NIL

4. STOP BITS: 1

5. SIGNAL CONTROL: OFF

6. XON/XOFF: OFF

7. PROTOCOL: OFF for “CSV” format, ON for “DC1 (DC-1Z)” format

8. RECORD DELIMETER: CR

9. Subsequent items: As you like.

Please note that these settings should be common with DL-01's.

b-5 Recommended communication settings on DL-01.

To configure DL-01 Communication setting, please read “Configuring the software”

in the Help topics of DL-01 and select values as follows:

For setting “Type of Device” in the “Settings” panel (Menu—“Edit”--”Settings”),

select “R-100(PTL) / R-300(PTL)” ，and other setting should be as follows.

Please note that these settings should be common with LTS-200's. And if the

selection of “Type of Device” is not correct it may result in missing some data.

LTS-200 → PC(DL-01)

Bits per second: 1200 (1200-9600 for sending “POLAR DATA”)

Databits: 8

Parity: None

Stop bits: 1

PC(DL-01) → LTS-200

Bits per second: 1200

Databits: 8

Parity: None

Stop bits: 1

c) Note for the Memory capacity.

Data transfer failure from DL-01 to LTS-200 may cause reduction of memory capacity.

If memory capacity becomes less, please back up required data first, and then initialize

coordinates data.

To initialize coordinates data, turn on the instrument while pressing [F2]+[F5]+[ON/OFF],

and take your finger off [ON/OFF] again.

After you see the message “COORD. DATA INITIAL”, press [F5]. Then the message

“Please wait” is displayed. When it is completed, the panel of MODE A is displayed.

d) Note on converting CSV file.

When you attempt to convert CSV file from LTS-200 by DL-01, please note that it may

not succeed if CSV data type is not correct.

After [CONVERT] button is clicked on DL-01 then “CSV files from PCS/ R-100 (*.*)” is

selected for the type of file, “CSV Import Option” will be appear.

In case the CSV data doesn't have “CODE” field, please select “PN XY” or “PN XYZ”

from following four types for the “type” of data on the “CSV Import Option” panel.

PN XY (Code)

PN XYZ (Code)

PN XY

PN XYZ

e) For more information to work with DL-01, please refer to the “help” file after the

installation.

5.SETUP

Followings are possible functions and the factory default settings:

A language other than English can be selected.

Press [ENT] [SETUP] of the LinertecExpress

screen to view the FUNCTION SETTING screen.

5.1 ADJUST SETTING

Select 1. ADJUST SETTING of the FUNCTION

SETTING screen to view the following screen.

Press [ENT] to open the selection window.

Select each setting and press [F5] [ACCEPT] to enter.

[1.ATM CORR]

Select the 1.ATM CORR and press [ENT]

to view the following screen. Press the

down arrow key to choose and press [ENT]

to enter.

[2.PRISM CONST]

Select the 2.PRISM CONST and press [ENT]

to view the following screen. Press the

down arrow key to choose and press [ENT]

to enter.

[3.SHEET CONST]

Select the 3.SHEET CONST and press [ENT]

to view the following screen. Press the

down arrow key to choose and press [ENT]

to enter.

[4.CRV/REF CORR]

Select the 4.CRV/REF CORR and press [ENT]

to view the following screen. Press the

down arrow key to choose and press [ENT]

to enter.

[4. COMP AXIS]

Select the 4. COMP AXIS and press [ENT]

to view the following screen. Press the

down arrow key to choose and press [ENT]

to enter.

5.2 ACTION SETTING

Select the 2. ACTION SETTING of the FUNCTION SETTING screen and press [ENT] to

view the following screen. Press [ENT] to open the selection window. Select each setting and

press [F5][ACCEPT] to enter.

[1.EDM MIN DISP]

Select the 1.EDM MIN DISP and

press [ENT] to view the following screen.

Press the down arrow key to choose and

press [ENT] to enter.

[2. SHOT COUNT]

Select the 2. SHOT COUNT and press [ENT]

to view the following screen.

Press the down arrow key to choose and press

[ENT] to enter.

[3. SHOT INPUT]

Select the 3. SHOT INPUT and press [ENT]

to view the following screen.

Press the down arrow key to choose and press

[ENT] to enter.

[4. TILT DISP]

Select the 5.TILT DISP and press [ENT]

to view the following screen.

Press the down arrow key to choose and press

[ENT] to enter.

[5. TILT DISP UNIT]

Select the 6.TILT DISP UNIT and press [ENT]

to view the following screen.

Press the down arrow key to choose and press

[ENT] to enter.

[6. LONG RANGE MES.]

Select the 7.LONG RANGE MES. and press [ENT]

to view the following screen.

Press the down arrow key to choose and press

[ENT] to enter.

[7. PRIM. MEAS KEY]

Select the 8.PRIM. MEAS KEY and press [ENT]

to view the following screen.

Press the down arrow key to choose and press

[ENT] to enter.

[8. SEC. MEAS KEY]

Select the 9.SEC. MEAS KEY and press [ENT]

to view the following screen.

Press the down arrow key to choose and press

[ENT] to enter.

[9. MIN UNIT ANG.]

Select the 10.MIN UNIT ANG. and press [ENT]

to view the following screen.

Press the down arrow key to choose and press

[ENT] to enter.

[10. V.ANG. STYLE]

Select the 11.V.ANG. STYLE and press [ENT]

to view the following screen.

Press the down arrow key to choose and press

[ENT] to enter.

[11. AUTO OFF]

Select the 12.AUTO OFF and press [ENT]

to view the following screen.

Press the down arrow key to choose and press

[ENT] to enter.

[12. EDM OFF]

Select the 13. EDM OFF and press [ENT]

to view the following screen.

Press the down arrow key to choose and press

[ENT] to enter.

[13. ILLU. OFF]

Select the 14.ILLU. OFF and press [ENT]

to view the following screen.

Press the down arrow key to choose and press

[ENT] to enter.

[14. QUAD BUZ.]

Select the 16. QUAD BUZ. and press [ENT]

to view the following screen.

Press the down arrow key to choose and press

[ENT] to enter.

5.3 UNIT SETTING

Select the 3. UNIT SETTING of the FUNCTION

SETTING screen and press [ENT] to view the

following screen. Press [ENT] to open the

selection window. Select each setting and press

[F5] [ACCEPT] to enter.

[1. TEMP. UNIT]

Select the 1.TEMP. UNIT and press [ENT]

to view the following screen.

Press the down arrow key to choose and press

[ENT] to enter.

[2. PRESS UNIT]

Select the 2.PRESS UNIT and press [ENT]

to view the following screen.

Press the down arrow key to choose and press

[ENT] to enter.

[3. DIST. UNIT]

Select the 3.DIST. UNIT and press [ENT]

to view the following screen.

Press the down arrow key to choose and press

[ENT] to enter.

[4. ANG. UNIT]

Select the 4.ANG. UNIT and press [ENT]

to view the following screen.

Press the down arrow key to choose and press

[ENT] to enter.

5.4 COMMUNICATION SETTING

Select the 4. COMMUNICATION SETTING of the

FUNCTION SETTING screen and press [ENT] to

view the following screen. Press [ENT] to open the

selection window. Select each setting and press [F5]

[ACCEPT] to enter.

More details please refer to “4.3.3

COMMUNICATION SETTING”.

5.5 FUNCTION SETTING

FUNCTION DEFAULT SETTINGS

Coordinate system can be selected. (cfr. Coordinate axis definition )

Character input method can be selected. “10 KEY SYS.(ABC)”

Action input method can be selected. “PROCESS TYPE”

The offset (remote) method can be selected. “FIXED PLANE”

Compare method can be selected. “ALL IN ONE VIEW”

Aiming on/off can be selected. “OFF”

EDM (electronic distance meter) settings can be selected.

PRIM. MEAS KEY

SEC. MEAS KEY

EDM MIN DISP/QUICK

SHOT COUNT

“MEAS. SHOT”

“TRACK CONT”

“1mm/OFF”

SHOT INPUT “1 TIME”

“01 TIME”

Elevation factor can be defined.

AVE. ELEV.

SCALE FACT

+0000.0000m

1.00000000

Duplicate point name checking “OFF”

Order of displaying measurement screen “POLAR DATA”

Foresight and backsight Setting of BSP

measurement

“OFF”

Recording format to record polar data “HA VA SD”

Press [3] [SETUP] of the Linertec screen and press the down arrow key to view the

PREFERENCE screen.

5.5.1 Language Selection

Select 1. LANGUAGE and press [ENT] to view the

LANGUAGE selection window.

Press the down arrow key to select and press [ENT]

to comfirm the selected one.

5.5.2 Coordinate axis definition

Select 2. COORD. SYSTEM and press [ENT] to view the coordinate system definition

window. Press [ENT] to select and press [F5] [ACCEPT] to enter.

Definition of each selection is as follows.

Height

Basis

Direction （use

r difined ）

Right Angle

90° CW

Station Point

90°

CCW 针

(Right Angle)

Item Description Selection Default ex.1 German

XYZ

ex.2 ex.3

DISP.1 NAME

Name of the 1st Axis

on the screen.

(Ex. it is shown 3rd

line of the

“MEASURE”

screen.)

Any name X X N E

DISP.2 NAME

Name of the 2nd

Axis on the screen.

(Ex. it is shown 4th

line of the

“MEASURE”

screen.)

Any name Y Y E N

DISP.3 NAME

Name of the 3rd Axis

on the screen.

(Ex. it is shown 5th

line of the

“MEASURE”

screen.)

Any name Z Z Z Z

DISP.1 AXIS

Define the direction

of the 1st Axis.

1. BASIS

DIRECTION

2. RIGHT ANGLE

3. HEIGHT

1. BASIS

DIRECTION

2. RIGHT

ANGLE

1. BASIS

DIRECTION

1. BASIS

DIRECTION

DISP.2 AXIS

Define the direction

of the 2nd Axis.

1. RIGHT ANGLE

2. HEIGHT

3. BASIS

DIRECTION

2. RIGHT

ANGLE

1. BASIS

DIRECTION

2. RIGHT

ANGLE

2. RIGHT

ANGLE

DISP.3 AXIS

Define the direction

of the 3rd Axis.

1. HEIGHT

2. BASIS

DIRECTION

3. RIGHT ANGLE

3. HEIGHT 3. HEIGHT 3. HEIGHT 3. HEIGHT

ROTATION

Define the rotation

from the 1st Axis to

the 2nd Axis..

1. CW

2. CCW

1. CW 1. CW 1. CW 1. CCW

Example of

GRAPHICAL

VIEW

X:B.D.

Y: R.A.

Z: Height

CCW

E:B.D.

N: R.A.

Z: Height

Y:B.D.

X: R.A.

Z: Height

N:B.D.

E: R.A.

Z: Height

Any name can be defined for all three axes.

For the “DISP.# NAME”, it is possible to define

same name. However, please note that the same

coordinates’ value will be displayed.

Three types of axes can be selected for each three

axes.

For the “DISP.# AXIS”, it is possible to define

same type of axis. However, please note that

the same coordinates’ value will be displayed.

Definition of this function will be affected to the

value of the coordinates.

5.5.3 Input method selection

Select 3. INPUT METHOD and press [ENT] to view

the Character INPUT METHOD selection window.

Press the down arrow key to select and press [ENT]

to comfirm the selected one.

Explanation of the 10 Key system (123/ABC), Full

template, Divided template and Matrix

system.

1. 10 Key System(ABC/123)

These are the standard input method using the Alphanumeric and +/- key.

2. Full template

Select each Character by pressing left, right, up and

down arrow keys and select each Character by

pressing [F5] [SELECT] each time.

3. Divided template

4. MATRIX

How to input “A” by Matrix.

First press [F1] [R1] to view next screen.

Press [F1] [1Aa] to view next screen.

Press [F2] [A] to select “A”.

5.5.4 Action Method Selection

Select 4. ACTION METHOD and press [ENT] to

view the following screen. Press the down arrow

key to choose and press [ENT] to enter.

Process type

This input method takes over the functionality of

“LinertecExpress”. When this option is

selected, the next screen will be shown after

inputting necessary items.

Structure type

This input method takes over the functionality of our

past product. When this option is selected, the menu

screen will be shown after inputting necessary items.

5.5.5 Remote method selection

Select 5.REMOTE METHOD and

press [ENT] to view the following

screen. Press the down arrow key to choose and

press [ENT] to enter.

1.Cylinder face

Reference P. Coordinates

2.Fixed plane

3.Rotated plane

Station Point Coordinates

REMOTE

1. Cylinder face

The Remote measurement is performed on the inner

surface of the vertical cylinder as shown left.

2. Fixed plane

The Remote measurement is performed on the fixed

plane, which is perpendicular to the sight of the

reference point as shown left.

3. Rotated plane

The Remote measurement is performed on the

Rotated plane, which is always perpendicular to the

present line of sight and induces the reference point

as shown left.

5.5.6 Compare method selection

Select 6.COMPARE METHOD SELECTION and

press [ENT] to view the following screen. Press the

down arrow key to choose and press [ENT] to enter.

Fixed

plane

Angle

Rotated

plane

Angle

Cylinder

Angle

Fixed

Plane

Angle

When “ALL IN ONE INFO”is selected, all

information will be displayed on the result of Stake

Out panel.

When “LARGE CHARACTER”is selected, result

information is shown with two screens and these

screens and the Graphics screen can be switched by

pressing [SCROLL].

5.5.7 Request aiming selection

Select 7. REQUEST AIMING and press [ENT] to

view the following screen. Press the down arrow key

to choose and press [ENT] to enter.

After pressing [ENT] on STATION POINT

H.ANGLE SETUP screen, you can choose whether

or not the warning message, “Did you aim at Ref.

Point?” is displayed.

5.5.8 EDM settings selection

Select 8.EDM SETTINGS and press [ENT] to view

the following screen. Press the down arrow key to

choose and press [ENT] to enter.

1. PRIM.MAES KEY 1. MEAS. SHOT

　2. MEAS. CONT

　3. TRACK SHOT

　4. TRACK CONT

2. SEC.MEAS KEY 1. TRACK CONT

　2. TRACK SHOT

　3. MEAS. CONT

　4. MEAS. SHOT

3. EDM MIN DISP/QUICK 1. 1mm/OFF

　2. 1mm/ON

3. 0.1mm

4. SHOT COUNT 1. 1 TIME

　2. 3 TIMES

　3. 5 TIMES

　4. INPUT

5. SHOT INPUT XX TIMES

Please refer to the instruction manual of basic function about details of each setting.

5.5.9 Elevation factor

“Elevation Factor” as used here refers to Average Elevation Correction and Scale Factor

carried out as part of the measurement process among the special functions.

It is effective only with MEAS-Rect., FREE, CALC-Traverse, and VPM. These reverse

corrections are carried out with STAK (Stake Out, Point To Line). When the instrument is

shipped from the factory, the 1.AVE.ELEV. is set to “0” and the 2.SCALE FACT to “1” so

that no correction is carried out.

If correction is necessary, input the appropriate values for the AVE.ELEV and SCALE

FACT.

HSa

Select 9. Elevation factor and press [ENT] to view

the ELEVATION FACTOR selection window.

Press [ENT] to select and press [F5] [ACCEPT].

1. Average Elevation

Average (H) = Averaged on-site elevation

Input range: -9999.9998 -- +9999.9998m

2. Scale Factor

Scaling = On-site scaling coefficient

Input range: +0.00000001 -- +1.99999998

5.5.10 Duplicate point check

When for this setting ON is selected, you can check

whether a Point Name overlaps another Point Name

already input.

Cross section of the earth

5.5.11 Meas. Display

This setting allows you to set the order of display

when a function of “11. MEAS. DISP” is carried out.

When “POLAR DATA” is selected, STATION

POINT H.ANGLE SETUP screen appears next to

ANG. & DIST. screen. When “RECT. DATA” is

selected, MEASURE screen is displayed.

SELECT “POLAR DATA” SELECT “RECT. DATA”

5.5.12 Both faces meas.

When “ON” is selected and sighting the BSP (Back

Sight Point), you are requested to sight at reverse

position as well after normal position.

When “OFF” is selected, you can sight only at

normal position.

5.5.13 Save Mode

If you switch to SAVE MODE, you can change the

display when Polar data is displayed.

When “HA HD VD” are selected at

VIEW&EDIT of POLAR DATA of EDIT, the

display will be changed as shown in the right figure.

5.5.14 BACKSIGHT SAVE

When “open”is selected, backsight save will

work automatically.

6. CALCULATIONS

The following calculations are available:

• COGO

• 2D SURFACE

• Road Design

6.1 Cogo

The following COGO functions are available:

• Inverse

• Point Coordinates

• Circle Radius

• Line-Arc intersection

• Line-Line intersection

• Arc-Arc intersection

• Distance offset

• Point distance offset

• Arc distance offset

"COGOPoint" FILE

The LTS-200 series automatically creates “COGOPoint” file. In the file, the following 14

coordinates to be used in COGO function, are recorded.

SP Station Point

EP End Point

CO Coordinates

P1 Point 1

P2 Point 2

P3 Point 3

CP Center Point

S1 Start point 1

E1 End point 1

S2 Start point 2

E2 End point 2

C1 Center point 1

C2 Center point 2

OP Observation Point

The values recorded in "COGOPoint" are used as an initial value each time these values are

input. These values are updated when the function, which uses these values, is carried out.

For instance, if you carry out Inverse, then carry out Distance offset later, the values of SP

and EP which are input at Inverse will be initial values of SE and EP of Distance offset

which is carried out later. If you wish to input the initial value in advance, edit it by using

“VIEW&EDIT of EDIT THE RECT. DATA. (Refer to “5.3 Edit the Data”).

6.1.1 Inverse

From the given two point Coordinates, the Direction angle and distance are calculated.

Input: Coordinates of two points

Output: Horizontal distance, Vertical distance between the points and Direction of the

line defined by the two points

From the LinertecExpress screen, press 4 to

view CALCULATION screen.

Select 1.COGO and press [ENT] to view the COGO

screen.

Select the 1. INVERSE and press [ENT] to view

INVERSE screen.

A. Start Point Input（Input the PN, Coordinates and PC of the Start point.）

Select 1. SP and press [ENT] to view SP screen.

EP ：end

point

SP ：Station Point

• [LIST] key

All stored points can be displayed as follows by

pressing [F2] [LIST].

Press [F2] [LIST] to view POINT SELECTION

FROM THE LIST screen.

Press [ENT] to open the SP input screen.

Input your desired Point Name by pressing keys,

and press [ENT] to open the X coordinate input

screen.

Input your desired Point Name by pressing keys,

and press [ENT] to open the Y coordinate input

screen.

Input your desired Point Name by pressing keys,

and press [ENT] to open the Z coordinate input

screen.

Press [ENT] to open the PN input screen and input.

Press [ENT] to open the PC input screen and

input.

B. End point coordinates input

(Input the PN, Coordinates and PC of the End point.)

After PC input, press [ENT] or F5[ACCEPT] to viwe the EP screen.

Input the PN, X, Y, Z Coordinates and PC name of the End point.

Press [ENT] to view the RESULT OF INVERSE

screen.

C. Another End point Coordinates input

Input the PN, X, Y, Z Coordinates and PC name

of another End point, and another inverse result

can be performed.

6.1.2 Point Coordinates

A point Coordinates is calculated from a known point Coordinates and the Distance and

Horizontal angle of the Second point.

Input: Coordinates of a known point, Distance and Horizontal angle of the Second point

Output: Coordinates of the Second point

From the LinertecExpress screen, press 4 to

view the CALCULATION screen.

Select 1.COGO and press [ENT] to view the COGO

screen.

6.1.2.1 Point Coordinates, Distance and H. angle

Select the 2. POINT COORDINATES and press

[ENT] to view POINT COORINATES screen.

Select 1. CO and press [ENT] to view CO screen.

Distance

First Point

Bearing

Press [ENT] to open the X coordinate input screen.

Press [ENT] to open the Y coordinate input screen.

Press [ENT] to open the Z coordinate input screen.

Press [ENT] to open the PN input screen.

Press [ENT] to open the PC input screen.

Input your desired PC by pressing keys, and press

[ENT] to view DI screen.

Input your desired value and press [ENT] to open

the H. ANGLE input window.

Input your desired value to view the RESULT OF

COORD. CALCULATE screen.

The Second point Coordinates are displayed by plus

or minus from the known Coordinates.

Press [ENT] to view the following screen.

The PN, X, Y, Z and PC are viewed and can be edited.

If all items are OK, press [F5] [ACCEPT] to save them.

6.1.2.2 Distance and H. angle

In the same manner, the values of Distance and H.

angle are input as follows and the Second point

Coordinates are displayed.

Select 2. DI and press [ENT] to view DI screen.

Input your desired value and press [ENT] to open

the H. ANGLE input window.

Input your desired value to view the RESULT OF

COORD. CALCULATE screen.

The Second point Coordinates are displayed by plus

or minus from the known Coordinates.

Press [ENT] to view the following screen.

The PN, X, Y, Z and PC are viewed and can be edited.

If all items are OK, press [F5] [ACCEPT] to save them.

6.1.2.3 H. angle input

In the same manner, only the value of H. angle is

input as follows, and the Second point Coordinates

are displayed.

Select 3. BE and press [ENT] to view H. ANGLE

screen.

Input H. angle and press [ENT] to view the

RESULT OF COORD. CALCULATE screen.

The Second point Coordinates are displayed by plus or minus from the known Coordinates.

Press [ENT] to view the following screen.

The PN, X, Y, Z and PC are viewed and can be edited.

If all items are OK, press [F5] [ACCEPT] to save them.

6.1.3 Circle Radius

The Center point and radius of the circle drawn by three points are calculated by this

function. You can store calculated Center point.

Input: 3 points

Output: Center point of the arc

Radius of the arc

From the LinertecExpress screen, press 4 to view the CALCULATION screen.

Center P

Radius

Select 1.COGO and press [ENT] to view the COGO screen.

Select the 3. CIRCLE RADIUS and press [ENT] to

view CIRCLE RADIUS screen.

Select 1. P1 and press [ENT] to view P1 screen.

Input PN (Point Name), X, Y, Z, and PC (Point

Code) of P1 point or import from the memory

of rectangular coordinate as P1 by [F2] [LIST].

If you finish the input of P1 value, press [F5]

[ACCEPT]. Then you go to P2 input screen.

Input P2 data like input of P1.

If you finish the input of P2, press [F5] [ACCEPT].

Then you go to P3 input screen.

If you finish the input of P3, press [F5] [ACCEPT].

Then you go to RESULT OF CIRCLE RADIUS

screen.

You can see the coordinates of Center point of the

arc and the radius of the arc.

Press [F5] [ENT] to save the coordinates of center

point.

The PN, X, Y, Z and PC are viewed and can be edited.

If all items are OK, press [F5] [ACCEPT] to save them.

6.1.4 Line-Arc intersection

Two intersection points of one line and circle are calculated by this function.

The line is drawn by SP and EP. The circle is drawn by center point and radius.

You can store two possible intersection points.

Input: Line: Start point and End Point

Arc: Center point and Radius

Output: Two possible intersection points

From the LinertecExpress screen, press 4 to view the

CALCULATION screen.

Select 1.COGO and press [ENT] to view the COGO

screen.

Select the 4.LINE-ARC INTERSECTION and press

[ENT] to view LINE-ARC INTERSECTION screen.

Center P

Radius

Point 2

Point 1

Select 1. SP and press [ENT] to view SP screen.

Input PN (Point Name), X, Y, Z, and PC (Point Code) of SP point or import from the

memory of rectangular coordinate as SP by [F2] [LIST].

If you finish the input of SP value, press [F5]

[ACCEPT].Then you go to EP input screen.

Input EP value like an input of SP.

If you finish an input of EP, press [F5] [ACCEPT].

Then you go to CP input screen.

If you finish the input of CP value, press [F5]

[ACCEPT].

Then you go to RADIUS input screen.

If you finish the input of RADIUS, press [ENT].

Then you go to RESULT OF LINE-ARC

INTERSECTION screen.

You can see the coordinates of one of intersection

point. You can switch to one more intersection point

by pressing [F3] [ONE MORE].

Press [F5] [ENT] to view the RESULT OF LINE-

ARC INTERSECT. Screen.

The PN, X, Y, Z and PC are viewed and can be edited.

If all items are OK, press [F5] [ACCEPT] to save them.

6.1.5 Line-Line intersection

The intersection point of two lines drawn by given four points is calculated by this Function.

Input: First line: S1 (Start point) and E1 (End Point)

Second line: S2 (Start point) and E2 (End Point)

Output: Intersection point between the two lines

From the LinertecExpress screen, press 4 to view the

CALCULATION screen.

Press 1.COGO to view the COGO screen.

Select the 5. LINE-LINE INTERSECTION and press

[ENT] to view its screen

Intersection Point

Select 1.S1 and press [ENT] to view S1 screen.

Input PN (Point Name), X, Y, Z, and PC (Point

Code) of S1 point or import from the

memory of rectangular coordinate as S1 by [F2]

[LIST].

If you finish the input of S1 value, press [F5]

[ACCEPT]. Then you go to E1 input screen.

Input E1 value like an input of S1.

If you finish an input of E1, press [F5] [ACCEPT].

Then you go to S2 input screen.

If you finish the input of S2 value, press [F5]

[ACCEPT].Then you go to E2 input screen.

If you finish the input of E2, press [ENT]. Then you go to RESULT OF LINE-LINE

INTERSECTION screen to confirm the coordinates of the intersection point.

Press [F5] [ACCEPT] to save an intersection point.

The PN, X, Y, Z and PC are viewed and can be edited.

If all items are OK, press [F5] [ACCEPT] to save them.

6.1.6 Arc-Arc intersection

Two intersection points of two arcs drawn by each center point and radius are calculated.

You can store two possible intersection points.

Input: Arc 1: Center point and Radius

Arc 2: Center point and Rradius

Output: Two possible intersection points

From the LinertecExpress screen, press 4 to view the

CALCULATION screen.

Select 1.COGO and press [ENT] to view the COGO

screen.

Select the 6. ARC-ARC INTERSECTION and press

[ENT] to view ARC-ARC INTERSECTION screen.

Center 2

Point 1

Radius2

Radius 1

Point 2

Arc 2

Arc 1

Center 1

Select 1. C1 and press [ENT] to view C1 screen.

C1 (Center 1) point is Center point of Arc 1.

Input PN (Point Name), X, Y, Z, and PC (Point Code) of C1 point or import from the

memory of rectangular coordinate as C1 by [F2] [LIST].

If you finish the input of C1 value, press [F5]

[ACCEPT].Then you go to R1 input screen.

Input the radius of Arc1 as R1 value. If you finish

the input of R1, press [ENT].

Then you go to C2 input screen.

C2 (Center 2) point is Center point of Arc 2. Input PN (Point Name), X, Y, Z, and PC (Point

Code) of C2 point or import from the memory of rectangular coordinate as C2 by [F2]

[LIST].

If you finish the input of C2 value, press [F5] [ACCEPT].Then you go to R2 input screen.

Input the radius of Arc 2 as R2 value. If you finish the

input of R2, press [ENT].

Then you go to RESULT OF ARC-ARC

INTERSECTION screen.

You can see the coordinates of one of intersection point. You can switch to one more

intersection point by pressing [F3] [ONE MORE].

Press [F5] [ENT] to save one of intersection point.

The PN, X, Y, Z and PC are viewed and can be edited.

If all items are OK, press [F5] [ACCEPT] to save them.

6.1.7 DISTANCE OFFSET

Offset distance of new point to the line and distance of Start point to new point are

displayed. Also New Point on the line is calculated by point of start, end, and offset.

You can store the New Point.

Input: line: Start Point (SP) and End Point (EP)

Offset Point (OP)

Output: New Point

Offset of New Point from the line

(moving in the direction from Start point to End Point, right is positive,

left is negative)

Distance of New Point from Start point

From the LinertecExpress screen, press 4 to view the

CALCULATION screen.

Select 1. COGO and press [ENT] to view the COGO

screen.

(+)

Offset P

New Point

Offset P

(-)

offset

Distance

Select the 7. DISTANCE OFFSET and press [ENT] to view DISTANCE OFFSET screen.

Select 1. SP and press [ENT] to view SP screen.

Input PN (Point Name), X, Y, Z, and PC (Point Code) of SP point or import from the

memory of rectangular coordinate as SP by [F2] [LIST].

If you finish the input of SP value, press [F5]

[ACCEPT].Then you go to EP input screen.

Input EP data like input of SP. If you finish the input

of EP, press [F5] [ACCEPT].

Then you go to OP input screen.

If you finish the input of OP, press [F5] [ACCEPT].

Then you go to RESULT OF DISTANCE OFFSET

screen.

You can see the coordinates of New Point on the line,

offset distance of New Point to the line and distance

of New Point to Start point.

Press [F5] [ENT] to save the coordinates of new

point.

The PN, X, Y, Z and PC are viewed and can be edited.

If all items are OK, press [F5] [ACCEPT] to save them.

6.1.8 Point Distance Offset

New offset point is calculated by inputting distance from Start point and Offset from line.

Input: line: Start point and End Point

Distance from Start point (DI)

Offset from the line (OD) (moving in the direction from start point to

End Point, right is positive, left is negative)

Output: New Point

From the LinertecExpress screen, press 4 to view the

CALCULATION screen.

Select 1. COGO and press [ENT] to view the COGO

screen.

Select the 8. POINT DISTANCE OFFSET and press

[ENT] to view POINT DISTANCE OFFSET screen.

(+)

New Offset Point

New Point

New Offset Point

(-)

Select 1. SP and press [ENT] to view SP screen.

Input PN (Point Name), X, Y, Z, and PC (Point

Code) of SP point or import from the

memory of rectangular coordinate as SP by [F2]

[LIST].

If you finish the input of SP value, press [F5]

[ACCEPT].Then you go to EP input screen.

Input EP data like input of SP.

If you finish the input of EP, press [F5] [ACCEPT].

Then you go to DISTANCE input screen.

Input DI (Distance from SP to point on the line).

If you finish the input of DI, press [ENT]. Then you

go to OFFSET input screen.

Input OD (Offset distance from the line to offset

point).

If you finish the input of OD, press [ENT]. Then you

go to RESULT OF POINT DIST.OFFSET screen.

You can see the coordinates of offset point from the

line.

Press [F5] [ACCEPT] to view the RESULT OF

COORD. CALCULATE screen.

The PN, X, Y, Z and PC are viewed and can be edited. If all items are OK, press [F5]

[ACCEPT] to save them.

6.1.9 Arc distance offset

Offset point from the arc is calculated.

Input: arc: Start point, End Point and Radius (R)

Distance along arc from Start point (DI)

Offset from the arc (OD) (moving in the direction from Start point to End Point, right

is positive, left is negative)

NOTE: From Start point to End Point must be CLOCKWISE. If you calculate by arc of

COUNTER CLOCKWISE, change SP for EP and calculate changed DI manually.

Output: new offset point

From the LinertecExpress screen, press 4 to view the

CALCULATION screen.

Select 1.COGO and press [ENT] to view the COGO

screen.

(+)

New Offset Point

New Point

New Offset Point

(-)

Select the 9. ARC DISTANCE OFFSET and press [ENT] to view ARC DISTANCE OFFSET

screen.

Select 1. SP and press [ENT] to view SP screen.

Input PN (Point Name), X, Y, Z, and PC (Point Code) of SP point or import from the

memory of rectangular coordinate as SP by [F2] [LIST].

If you finish the input of SP value, press [F5]

[ACCEPT]. Then you go to EP input screen.

Input EP data like an input of SP.

If you finish input of EP, press [F5] [ACCEPT].

Then you go to RADIUS input screen.

Input RADIUS (Radius of circle).

If you finish the input of RADIUS, press [ENT].

Then you go to DISTANCE input screen.

Input DISTANCE (Distance from SP to point on the

arc).

If you finish the input of DISTANCE, press [ENT].

Then you go to OFFSET input screen.

Press [ENT] to view the RESULT OF ARC DISTANCE OFFSET screen. You can see the

coordinates of the Offset Point.

Press [F5] [ACCEPT] to save it。

The PN, X, Y, Z and PC are viewed and can be

edited.

If all items are OK, press [F5] [ACCEPT] to save

them.

6.2 2D SURFACE

This function calculates the 2D and 3D contour of a polygon and the 2D surface of the

area defined by the polygon.

You define the polygon by selecting points and LinertecExpress then calculates contour

and 2D surface.

NOTE:

1. The polygon is defined by the points you select. Therefore, the order in which you enter the

points is important.

If you select points by [ALL] or [FROM] [TO], the polygon is defined according to the order

of the memory address. If you select points one by one by [ENT], the polygon is defined

according to the order of your selection.

2. You have to select points in such a way that the line segments that define the polygon do

not intersect.

3. Selected points should be less than 500 points.

From the LinertecExpress screen, press 4 to view

the CALCULATION screen.

2D CONTOUR

3D CONTOUR

2D SURFACE

SURFACE

● STORED POINT

Select 2. 2D SURFACE and press [ENT] to view

POINT SELECTION FROM THE LIST screen.

If you press [F5] [PAGE], you can see another

screen.

You select the order of points, which define the polygon at this screen.

How to select points of polygon

[ENT] Key：

Move to point selection by [F3] and [F4] arrow keys

and press [ENT] to select them one by one, each

indication is reversed as follows.

Reverse display shows that it was selected.

If you cancel the selection of the point, press [ENT]

again.

You can cancel the selected points one by one

after pressing [ALL].

[F2][ALL] Key

Press [F2] [ALL] to select all stored points of current JOB. The order of points is according

to the arrangement of the memory.

If you press [F2] [ALL] again, the selection of all points is canceled.You can cancel the

selected points by [ENT] one by one, after pressing [ALL].

If you press [F2] [ALL] after you already selected some points, the selection of all points

is reversed.

[F3] [FROM] key and [F4] [TO] key

You can define the range of polygonal points from all points of current JOB by [F3] [FROM]

and [F4] [TO] as follows.

NOTE: [F1] [ORDER] key

Press [F1] [ORDER] to confirm order of

selected points after you finished the

selection. If you finish point selection of a

polygon, press [F1] [ACCEPT] to

calculate. The result of calculation is

displayed as follows.

Press [ENT] or [ESC] to return to POINT SELECTION FROM THE LIST screen. You

change a selection, and you can calculate it again.

Please insert English

translation of 道路軟件

here.

7.MEASURE

7.1 Rectangular Coordinates

Press 7 [MEAS] of the LINERTEC to view the

MEASURE METHOD SELECTION screen. Select

1.RECTANGULAR COORD. and press [ENT] to view

the STATION POINT SETUP screen.

Press [F1] [Meas] to measure and display the coordinate.

Press[F2] [SAVE] to save it。

Press [F3] [ME/SAVE] to measure and save the measured

data.

Remote

Backsight P. Coordinates

Azimuth

Reference P. Coordinates

1.Cylinder face

2.Fixed plane

3.Rotated plane

Station Point Coordinates

Offset

No survey data is saved when no PN is input.

Press [F4] [EDIT] to edit the PN, Point Name, PH, Prism Height and PC, Point Code.

Input your desired Point Name, Prism Height and Point Code.

Press [F5] [ACCEPT] if the current PN, PH and PC are

acceptable.

If Point Code exists, you can easily select them from the list

or edit one of them after pressing [ENT]. For using Point

Code List, please refer to “8.3.1 Point Code”.

Press [F5] [PAGE] to view another menu.

Press [F3] STATION can alter the station information, please refer to 9.1.

EDM settings can be selected by pressing [F1]

[EDM].

For example, change 1.PRIM. MEAS KEY (MEAS)

to TRACK SHOT or TRACK CONT if you want to

use tracking measurement with primary MEAS key

(MEAS).

The target type can be selected by pressing [F2] [TARGET].

Coordinates display and Angle & Distance display

1) Press [F5] [PAGE] twice to view [F3] [ANG & DIST].

2) Press [F3] [ANG & DIST] to view [F3] [COORD.] and Angle and Distance values.

3) Press [F3] [COORD.] to view [F3] [ANG&DIST] and Coordinates.

Stake Out can be selected by pressing [F4] [STAKEOUT].

7.2 Polar Coordinates

Press 7 [MEAS] of the LINERTEC to view the MEASURE METHOD SELECTION screen.

Select 2. POLAR COORD. and press [ENT] to view the STATION POINT SETUP screen.

。

Press [F1] [Meas] to measure and display the

coordinate.

Press [F2] [SAVE] to save the measured data.

Press [F3] [ME/SAVE] to measure and save the measured data.

No survey data is saved when no PN is input.

Press [F4] [EDIT] to edit the PN, Point Name, PH,

Prism Height and PC, Point Code.

Press [ENT] to view each input window by pressing

up or down arrow key, and input your desired point

name or prism height or point code.

Press [F5] [ACCEPT] if the current PN, PH and PC

are acceptable.

PC, Point Code:

Press [ENT] to view and input the PC, Point Code, screen.

If Point Code exists, you can easily select them from the list or edit one of them after pressing

the [ENT]. For using PointCodeList, please refer to“10.3.2 Point Code”.

Press [F5] [PAGE] to view another menu.

Station point setup can be changed by pressing

[F3] [STATION].

EDM settings can be selected by pressing [F1] [EDM].

For example, change 1.PRIM. MEAS KEY (MEAS) to TRACK SHOT or TRACK CONT if

you want to use tracking measurement with primary MEAS key (MEAS).

The target type can be selected by pressing [F2] [TARGET].

7.3 Rectangular & Polar Coordinates

Rectangular Data and Polar Data can be stored at the same time in this function.

Press 7 [MEAS] of the LINERTEC and press

[ENT]to view the MEASURE METHOD

SELECTION screen.

Select 3. RECT._POLAR COORD. and press [ENT] to view the STATION POINT SETUP

screen. “MEASURE” and “ANG.& DIST” will

display, you can set one for preference in selecting “5.

SETUP” of the FUNCTION SETTING.

More details,please refer to“5.5.11 Meas. DISP”.

Coordinates display and Angle & Distance display.

Aim at the Reference Point and press [ENT] to view

the MEASURE screen.

Press [F1] [MEAS] to measure the Distance and

display the Coordinates.

Press [F2] [SAVE] to save the measured data.

Press [F3] [ME/SAVE] to measure and save the

measured data.

No survey data is saved when no PN is input.

Rectangular Data and Polar Data are saved with the same Point Name in the same Job File.

Press [F4] [EDIT] to edit the PN, Point Name, PH,

Prism Height and PC, Point Code.

Press [ENT] to view each input window by pressing up

or down arrow key, and input your desired Point Name

or Prism Height or Point Code. Press [F5] [ACCEPT] if

the current PN, PH and PC are acceptable.

PC, Point Code:

Press [ENT] to view and input the PC, Point code, screen.

If Point Code exists, you can easily select them from the list or edit one of them after pressing

[ENT]. For using PointCodeList, please refer to“10.3.2 Point Code”.

Pressing [F5][PAGE] switches the screen as follows;

Station Point setup can be changed by pressing [F3]

[STATION].

EDM settings can be selected by pressing [F1]

[EDM].

MEAS DISPLAY : POLAR MEAS DISPLAY : RECT.

For example, change 1.PRIM. MEAS KEY (MEAS) to TRACK SHOT or TRACK CONT if

you want to use tracking measurement with PRIM MEAS KEY (MEAS).

The target type can be selected by pressing [F2] [TARGET].

Coordinates display and Angle & Distance display

1) Press [F5] [PAGE] twice.

2) Press [F3] [ANG & DIST] to view [F3] [COORD.] and Angle and Distance values.

3) Press [F3] [COORD.] to view [F3] [ANG&DIST] and Coordinates.

Function of ANG.&DIST screen

Pressing [F4] [DISP] changes the distance data to be

displayed.

Function of measure screen

Press [F1] [REMOTE] once and then quickly press

this key again to measure your desired point

Coordinates by moving the telescope.

The displayed Coordinates automatically change according to your aiming point.

The Remote is a function of, so to speak, “Real-time offset”. If a reference point or offset

point is measured, the Coordinates of your aiming point are calculated based on the reference

plane.

There are three calculation methods: Cylindrical face, Fixed plane and Rotated plane.

They are selected by “Preference”. Refer to “5.5.5 Remote method selection”.

The calculations are performed on the virtual planes.

To quit the Remote measurement, press [F1] [REMOTE] twice again.

Press [F4] [H.ANGLE] to display STATION POINT

H. ANGLE SETUP (Refer to “11.1.3 Station

Orientation”)

Stake Out can be selected by pressing [F4]

[STAKEOUT].

7.4 IH measurement

This function is to measure IH based on known point

The IH value measured here will be set as an initial

value of IH to be used on each function.

Press 7 [MEAS] of the LINERTEC and press

[ENT]to view the MEASURE METHOD

SELECTION screen.

Select 4.IH MEASURE and press [ENT] to view the STATION POINT SETUP screen.

Press [ENT] to open the PN, X, Y, and Z input

window and input each.

Then, press [F5] [ACCEPT] to view the KNOWN

POINT COORD. SETUP screen.

After pressing [F1] [MEAS] to make the distance

measurement, press [ENT] to display MACHINE IH

screen.

The value output on this screen is the current IH

value. It will be saved as the updated IH value by pressing [ENT]

Caution

As illustrated in Fig. 1, it is optimal to choose the known points P1 and P3.

The instrument should be set up in such a manner so that the angle between P1 and P3

becomes 90°.

The distances S1 and S2 should be similar.

The accuracy of a calculation result depends on the following:

1) The inner angle between known points is extremely small.

See P1 and P2 on above Fig. 1.

2) The inner angle between known points is extremely large.

See P4 and P6 on above Fig. 1.

3) The distance from a new point to a known point is extremely short or extremely long.

4) A new point (station point) and three or more known points are arranged on the same

circumference. See above Fig. 2.

When searching for a new point by free stationing and surveying by installing an instrument

in the point, accuracy may not be stabilized compared with the case where an instrument is

installed on a known point. In field work which needs a high-precision survey, we cannot

recommend this method.

New point

P4 P5

P2P1

S1 S2

90 ﾟ

FIG 1 FIG 2

New point

8. STAKE OUT

From the known Station Point and Direction Angle, the Coordinates for the

Stake Out are obtained.

8.1 Stake Out

Press [F4] [FUNCTION] of the LinertecExpress screen

to view the“LINERTEC FUNCTION” screen.

Select 1.STAKE OUT and press［ENT］ or [select] to

view the “STAKEOUT METHOD SELECTION” screen.

Select 1.STAKE OUT and press [ENT] to input the IH,

press [ENT] to view the STATION POINT SETUP

screen.

Open the PN, X, Y, Z, IH and PC input window and input each. Save the data by pressing

[F1] [SAVE].

BSP

Stake Out Point

Station Point

Press [ESC] to view STATION POINT H.ANGLE SETUP screen.

Input the H. angle by pressing [F2] [INPUT], [F3] [0SET] and [F4] [HOLD] or Backsight

Coordinates by pressing [F5] [BSP].

Pressing [F2] [INPUT]

Input any horizontal angle.

Pressing [F5] [BSP]

The information for Back Ssight Point is obtained.

Press [ENT] to finalize the input.

Aim Reference Point , then press [ENT] to enter

Multiple Orientation.

For more details, refer to “11.1.4 Multiple

Orientation”.

Press [ENT] to enter STAKEOUT COORD.SETUP

screen.

Open the PN, X, Y, Z, PH and PC input window and input each.

Save the data by pressing [F1] [SAVE].

Press [F5] [ACCEPT] to view the STAKEOUT

screen.

Aim at the Stake Out Point and press the [F1] [MEAS] to begin the Stake Out.

Deviation of each value is displayed.

Form of the screen to display deviation of the Stake Out can be changed by the selections of

the “5.6 Compare method selection” in “5.PREFERENCE” setting.

To display all information at once, To display information with larger

select “ALL IN ONE INFO.” character, select “LARGE

CHARACTER”.

Press [F3] [DISP] to view another screen. Press [F3] [SCROLL] to view another screen.

Press [F1] [NEXT] to view another screen.

Press [F5] [PAGE] to view another screen.

Press [F2] [DEV.] key, dx, dy, dz

change to deviation in meter.

Press [F2] [DEV.] key again,

return to dx, dy, dz.

If you select “LARGE CHARACTER”, the

information is shown with four screens and these

screens and the Graphics screen can be switched by

[F4] [DRAW].

Press [F5] [PAGE] to view another screen.

Press [F1] [DISP] to change graphic view.

[Point Name]

S Station Point

P Measurement Point

O Design Point

[DEVIATION Information]

Display the distance and direction from point P to

Point O

F(Forward) / B(Back) Forward/Backwards

L(Left) / R(Right) Left/Right

U(UP) / D(Down) Up/Down

For more details on the operating procedure,

refer to “10. DATA”

Press [ENT] or [ESC] to return STAKEOUT screen.

Example：

In this case, the operator tells you to move 3.170m forward, 6.830m to the left and 1.000m

down against Point P.

Station X 0.000 m

Point Y 0.000 m

S Z 0.000 m

Measuremen

Point

H.angle 330°00′00″

P H.dst 5.000 m

V.dst 1.000 m

Design X 5.000 m

Point Y 5.000 m

O Z 0.000 m

B.: 3.170

R.: 6.830

D.: 1.000 O

330°

DEVIATION

Press the [F4] [NEXT] to carry out staking out for

the next point.

Press the [F5] [PAGE] to view the MEASURE

screen.

8.2 Point to Line

You have to select the point A and B. The distance between the two points A and B has to be

at least 1m. The two points A and B define a line and during Stake Out.

Select 2. POINT TO LINE and press [ENT] to input

PH, then press [ENT] to view STATION POINT

SETUP screen.

Stake Out Point : P

Station Point

AInt. P

Open the PN, X, Y, Z, IH and PC input window and

input each.

Press [ESC] to view the STATION POINT H.

ANGLE SETUP screen.

Input the H. angle by pressing [F2] [INPUT], [F3]

[0SET] and [F4] [HOLD] or Backsight Coordinates by pressing [F5] [BSP].

Press [ENT] to enter Multiple Orientation. For more details, refer to “11.1.4 Multiple

Orientation”

Following Multiple Orientation, it takes you to POINT A COORD. SETUP screen.

Open the PN, X, Y, Z, PH and PC input window and

input each of the Point A

and press[F5] [ACCEPT].

Open the PN, X, Y, Z, PH and PC input window

and input each of the Point B.

Press [ENT] to view the POINT TO LINE screen.

Press [F1] [MEAS] to measure.

Each distance is displayed.

A -> B Distance between Point A and B. This is always positive.

P -> A - B Distance between Int. P and P.

If P is on the right side of A-B, the value is positive

if P is on the left side of A-B, the value is negative.

In case of the below drawing, P is on the right side for A-B ,

P->A-B is negative.

Int. P -> A Distance between Int. P and A. This is positive or negative.

If A-Int.P and A-B is are in the same direction, Int.P->A is positive.

In case of the below drawing, since A-B and A-Int.P are in the same direction,

Int.P->A is negative

Int. P -> B Distance between Int. P and B. This is positive or negative.

If B-Int.P and A-B is are in the same direction, Int.P->B is positive.

In case of the below drawing, A-B is opposite direction to B-Int.P,

Int.P->B is negative.

Int.P: Intersection Point

P: SOP, Stake Out Point

Dev. HIGH Int.P and P is the deviation of the z coordinate.

100

A B

Int. P

- +

Int. P

DEV. HIGH

Press [F3] [ADVANCE] to display the

ADVANCE screen.

Select [1.EQUAL DISTANCE], enter the

following screen.

Input the divided distance.

The divided point's coordinate can be calculated, and displayed.

Press the ACCEPT key, the data will be saved, and return to the measure screen.

Coordinates will be calculated from A to B in the order of input distance. Refer to the

following drawing.

101

Select [2.EQUALLY DIVIDE LINE], enter the following screen.

Input the divided pieces.

The divided point's coordinate can be calculated, and displayed.

Press the ACCEPT key, the data will be saved, and return to the measure screen.

Coordinates are calculated to be divided by the number you put from A to B

Refer to the following drawing.

Example: Divide into 4 parts averagely

102

Calculated Point

Input Distance

8.3 Point to Arc

Press [F4] [FUNCTION] of the LinertecExpress screen to view the“LINERTEC

FUNCTION” screen.

Select STATION and press［ENT］ or [select] to view the “STATION” screen.

Select 3. POINT TO ARC and press [ENT] to view

POINT TO ARC screen.

Set Station Point (SP), Target Point (P) and an

arbitrary circle, then obtain the distance from point P

to the arbitrary circle.

SOP->ARC the distance from Target Point (P) to the circle

When radius is 0, the figures of the distance between SOP and ARC is shown as a positive (+)

figure. When point P is outside the circle, the figures of the distance between SOP and ARC

is shown as a positive (+) figure.

103

Calculated Point

P O

ARC

When point P is inside the circle, the figures of the distance between SOP and ARC is shown

as a negative (-) figure

8.3.1 Three point

Input three points to make a circle, obtain the distance from the Stake Out Point to the

circumference.

104

Stake Out Point : P

Station Point

ARC ARC

Select 1. THREE POINT and press [ENT] to view the STATION POINT SETUP screen.

Open the PN, X, Y, Z, IH and PC input window and input each. Save the data by pressing

[F1] [SAVE].

Press [ESC] to view STATION POINT H.ANGLE

SETUP screen.

Input the H. angle by pressing [F2] [INPUT], [F3]

[0SET] and [F4] [HOLD] or Backsight Coordinates

by pressing [F5] [BSP].

Press [F5] [BSP] to enter Multiple Orientation. For more details, refer to “11.1.4 Multiple

Orientation”.

After you finish sighting the reference point, press [ENT] to go to the next screen.

Input three coordinates points on each screen of P1,

P2 and P3 to make a circle.

The procedure of inputting the points is the same as

that of STATION POINT SETUP .

105

After you are finished with the input, press [F1] [SAVE] or [F5] [ACCEPT] to display the

measurement screen.

Sight the target, Press [F1] [MEAS] to measure the

distance. From the measurement results, the distance

from the target to the circumference is displayed.

Press [F3] [P. ARC] to enter “Parallel dist” screen.

In circle A, an already-known circle, circle B, and circle

C are in a Parallel Arc with circle A.

When the input value is "+", Parallel Arc of circle A is

circle B.

When the input value is "-", Parallel Arc of circle A is

circle C.

Press [ACCEPT] to return to SOP->ARC screen.

106

8.3.2 Circle radius

Input center coordinate of the circle and radius to make a circle, then obtain the distance from

the Stake Out Point to the circumference.

Select“2.CIRCLE RADIUS”,Press [ENT] to

view“STATION POINT SETTING” screen.

Open the PN, X, Y, Z, IH and PC input window and

input each. Save the data by pressing [F1] [SAVE].

Press [ENT] to view STATION POINT H.ANGLE SETUP screen.

Input the H. angle by pressing [F2] [INPUT], [F3]

[0SET] and [F4] [HOLD] or Backsight Coordinates

by pressing [F5] [BSP].

Aim at the reference point, then press [ENT] to enter Multiple Orientation.

For more details, refer to “11.1.4 Multiple Orientation”.

107

Stake Out Point : P

Station Point

Radius

After you finish sighting the reference point, press [ENT] to go to next screen.

Input coordinates of the center point and radius

to make a circle.

After you are finished with input, press [ENT] to

display the measurement screen.

Sight the target, Press [F1] [MEAS] to measure the distance. From the measurement results,

the distance from the target to the circumference will

be displayed. Pressing [F3] [P.ARC] enables you to

make the same operation of “8.3.1 Three points”.

108

9. FILE MANAGER

The Data storage memory status, Creating a new Job Name and the

Selection

and Deletion of a Job Name is executed by this function.

From the LinertecExpress screen, press [F1] [FILE] to

view the FILE LIST screen.

9.1 Information of the remaining memory availability

Press [ENT] to view INFORMATION screen.

The remaining memory availability and a JOB Name LINERTEC are viewed on the screen.

The Job name “LINERTEC” and “COGOPoint” are a default setting.

NOTE: Data being used in COGO will be updated in “COGOPoint” file from time to time.

For more details, refer to “8.1 COGO”

9.2 Creation of a new Job

Press [F5] CREATE key to view the JOB NAME

INPUT screen.

The Job Name input method can be selected by the

“Input method selection” of the “Preference”.

This is the “10 KEY SYSTEM” input selection.

• If a new Job is created, the new data is stored

in this new Job.

109

9.3 Selection of a Job Name

Select 3. SELECT by pressing the down arrow

key.

9.4 Deletion of a Job Name

If TOKYO is selected, deletion confirmation screen

is viewed. Select [F1] DELETE.

Press [ENT] to delete or [ESC] to abort.

9.5 All Clear

Select [F1] Clear. All Clear by pressing the down

arrow key. Press [ENT] to view its screen.

Warning: When [CLEAR] is pushed, all Job Files are deleted.

NOTE: - Creating several new JOB Files and writing-in or rewriting data on the same

JOB Files repeatedly may cause the time of writing-in and rewriting of the data to be

slower.

- Saving data when the memory capacity is almost full, and then deleting some JOB

Files in order to secure open memory capacity, may cause the time of writing-in and

rewriting the data to be slower.

- In case the time of writing-in or rewriting the data becomes slower, send

the necessary data to PC for backup, then enter ‘All Clear’ in FILE MANAGER.

The above procedure will format the inside memory automatically and improve the time

of writing-in and rewriting the data. Beware that all JOB Files will be deleted.

110

10. VIEW AND EDIT

Editing of the stored data is possible by this Function.

Three menu items are available:

• EDIT THE RECT. DATA ：Edit recorded Rect. Data.

• EDIT THE POLAR DATA ：Edit recorded Polar Data

• POINT CODE LIST ：Create and edit PointCodeList

For more details of PointCodeList, refer to “Point Code”

From the LinertecExpress screen, press [F4] to view its

screen. Press down and up arrow key to select “10.

VIEW & EDIT” or press “10” to enter the screen

directly.。

10.1 Create the Rectangular Point

Select 1. EDIT THE RECT. DATA and press [ENT] to

view the RECT. DATA EDIT screen.

111

Input the PN, X, Y, Z and PC. Press [ENT] to save them.

Press [F2] [LIST] to view the saved points.

The first line of the screen shows now displayed

point and the total number of points.

Press [F1] [DELETE] to delete your desired point.

Press [F2] [FIND PN] to find your desired point by

the PN input.

NOTE: For more details on research function, refer to “4.1.2 Coordinates, X, Y, Z, IH and PC

input”

10.2 Edit the Data

[Edit the Rect. Data]

Select 1. EDIT THE RECT. DATA and press [ENT]

to view the RECT. DATA EDIT screen.

Your desired points are deleted and found as described above.

After selecting desired point with arrow key, press [ENT] to view the RECT. DATA EDIT

screen to edit.

[Polar Data]

Select 2. EDIT THE POLAR DATA and press

[ENT] to view the POLAR. DATA EDIT screen.

112

Your desired points are deleted and found as described above.

After selecting desired point with arrow key, press [ENT] to view the POLAR. DATA EDIT

screen to edit.

10.3 Point Code List

Select 3. POINT CODE LIST and press [ENT] to

view the POINT CODE LIST screen.

10.3.1 Point Code

The PC, Point Code can be used for adding your desired attributes to Rect. and

Polar data. If Point Codes are stored under the job named "PointCodeList", you can easily

select one of the Point Codes from the list or edit one of them after pressing [ENT].

Please note, that Point Codes, which are saved in another job can not be referred to as a list.

PointCodeList：

Making “PointCodeList”:

PointCodeList can be created by using function of “5.4.1 Point Code List”

Use this function to create, edit and add PointCodeList.

Importing “PointCodeList” file:

PointCodeList can be used after importing it from external devices.

After importing, it is stored in the internal memory of the instrument. To store user defined

”PointCodeList”, please carry out following procedure.

Preparing “PointCodeList” file:

Make a “PointCodeList.csv” file with reference to a sample “PointCodeList.csv” file that is

contained in the “LTS-200 Supplement Disk” for the format.

113

Please note, that the newly entered PointCode on the instrument is not added to the

PointCodeList that is stored in the memory. In this case, edit “PointCodeList.csv” separately.

Contents of“PointCodeList.csv”:

1,,PointCodeList,

31,,1,ABC,,,,

31,,2,DEF,,,,

31,,3,GHI,,,,

31,,4,JKL,,,,

31,,5,MNO,,,,

31,,6,PQR,,,,

31,,7,STU,,,,

31,,8,VW,,,,

31,,9,XYZ,,,,

Format of the “PointCodeList” file

　 Field 1 Field 2 Field 3 Field 4 Field 5 Field 6 Field 7

Description Record Type No. Name Description 　　　

Ex. Line 1 1, , PointCodeList, , 　　　

　 Job record Job No.

(N/A)

Job Name

(Fixed for

“PointCodeList”.)

Ex. Line 2 31, , 1, ABC, , , ,

　 Coord. data

record

Point

No.

(N/A)

Point Name

(Should not be

duplicated and

max. 15

characters.)

Point Code

(Max. 15

characters.)

114

10.3.2 PointCode Create

Press [ENT] to view the PointCode Create screen.

Press [ENT] to view and input the PC.

After input, press [F1] [SAVE] to save the values.

10.3.3 PointCode Edit

Select 2. PointCode Edit and press [ENT] to view

the PointCodeList screen.

Select the PointCode you wish to edit and

Press [ENT] to display PC screen , then edit

the PointCode.

115

11. FREE STATIONING

The Station Point Coordinates are calculated from the different known points.

To gain the Coordinates, at least two H. angles and one distance or three H. angles

are required.

If not so, the error message of “Not enough data to Calculate! 2 angles and 1 distance, 3

angles are required” appears.

First, input the height of the instrument (IH).

11.1 Station setup [By Rectangular Coordinates]

Press [F4] [FUNCTION] of the LinertecExpress to view the “LINERTEC FUNCTION”

screen.Select［STATION］and press [ENT] or［SELECT］ to view the STATION screen.

Select 1.RECTANGULAR COORD. and press

[ENT] to view the IH screen.

116

Point 1

Coordinate

Station Point Coordinate

Point 2 Coordinate

Point 3

Coordinate

Point 4 Coordinate

Press［ENT］to view 1.X， 2.Y， 3.Z， 4.PN ，5.PC.

11.1.1 Coordinates, X, Y, Z, IH, and PC input

It goes to 1. X coordinate automatically.

Press [ENT] to view the X coordinate input screen.

Input your desired X coordinate value by pressing

keys.

Y coordinate:

Press [ENT] to view the Y coordinate input screen.

Input your desired Y coordinate value

by pressing keys.

Z coordinate:

Press [ENT] to view the Z coordinate input screen.

Input your desired Z coordinate value by pressing

keys.

PN, Point Code:

Press [ENT] to view and input thePN, PC screen.

If Point Code exists, you can easily select it from the

list.

For using PointCodeList, please refer to “10.3.1

Point Code”.

117

After pressing [ENT], you can edit Point Code data.

Input your desired PC name by pressing keys, and press [ENT] to view next screen.

11.1.2 Point selection from the list

Inputting coordinate information can be done

manually and also by calling known points.

Press [F2] [LIST] on STATION POINT SETUP

screen to display POINT SELECTION FROM THE

LIST screen.

• [DELETE] Key

To delete the points being displayed

Press [F1] [DELETE] to display

POINT DELETION screen.

Press [ENT] to delete the selected point from job file.

Press [ESC] to return STATION POINT SETUP.

• [OTHER] Key

To select the Job File to be listed

Press [F5] [OTHER] to display JOB LIST SEARCH screen, then select the Job File.

• [FIND PN] Key

To search PN from key word

Press [F2] [FIND PN] to display PN input screen,

then input key word.

118

NOTE: Searching a point by adding “* ” to the initial of the key word enables you to list

point data with PN including a string after “*”

For instance, if you need to search a point including “P1” in PN, input “*P1” in the

key word, then press [ENT].

Select the point from the list.

Press [ENT] to display the point that matches the

key word.

• [ 　] / [　 ] KEY

To switch to the point to be displayed.

When the point you want is displayed,

press [ENT] to finalize input.

119

11.1.3 Station Orientation

Press the [F5] [ACCEPT] to view the STATION

POINT H.ANGLE SETUP screen.

Please note, that the rotation of the “H.angle” depends on the rotation setting of “Coordinate

axis definition”.

Input the H.angle by pressing [F2] [INPUT], [F3] [0SET] and [F4] [HOLD] or Reference

Point Coordinates by pressing [F5] [BSP].

• [INPUT] Key

Enter any horizontal angle.

Press [ENT] to view the BSP SETUP screen.

• [BSP] Key

The Back Sight Point information is obtained.

Press [ENT] to finalize input.

Press [ENT] or [F5] [ACCEPT] to view the AIM

AT THE REFERENCE POINT screen.

Press [F5] [ENT] to finalize BSP.

Press [F1] [ESC] to redo input.

If you want to make measure to check

the point to be aimed, press [F3] [MEAS] to display MEASURE screen.

Press [F3] [MEAS] to make the distance

measurement. DESIGN DISPLAY screen

appears when the distance measurement is done.

Compare design value with measured value.

When “PREFERENCE” of “5.12 BOTH FACES MEAS” is on, measure the distance at the

normal and reverse position.

120

The measured value to be displayed is the average of measured values measured in normal

and reverse position.

11.1.4 Multiple Orientation

Aim at the reference point , then press [ENT] to

enter Multiple Orientation.

Pressing [F1] [NO] of “ADD Ref. Point screen

immediately takes you to STATION screen.

Pressing [F5] [OK] goes to BSP SETUP screen.

The same procedure as mentioned in “11.2.3

Station Orientation” will proceed.

Press [F3] [MEAS] to go to BSP CONFIRM.

Pressing [F5] [ENT] takes you to DESIGN

DISPLAY

Designed Data: the present angle according to the

first orientation.

Calculated Data: the calculated data according to

the second orientation.

Average: the average value of designed data and

calculated data.

ESC: The present angle doesn't change.

ENT: The present angle is changed to the calculated data.

121

11.2 Station setup [By Polar Coordinates]

The same Point Name of the plural polar points can be saved.

Press [F4] [FUNCTION] of the LinertecExpress screen to view the “LINERTEC

FUNCTION” screen.

Select［STATION］and press [ENT] or［SELECT］ to view the STATION screen.

Select 2. POLAR COORD. and press [ENT] to view

the STATION POINT SETUP screen.

The [ ] / [ ] mark is used to scroll up / down.

11.2.1 Point Name input

Select 1.PN to display PN input screen.

Input PN value. Press [ENT].

11.2.2 IH, TEMP, PRESS, ppm and PC input

Input IH value.

Press [ENT].

Input the PC.

Press [ENT] to view and input the PC, Point Code,

screen.

If Point Code exists, you can easily select it from the

list or edit one of them after pressing [ENT].

For using Point Code List, please refer to “10.3.1 Point Code”.

122

Whichever you select PROCESS TYPE or STRUCTURE TYPE,

Pressing [SAVE] or [ACCEPT] proceeds to next screen

Input the TEMP value.

Press [ENT].

Input the PRESS value.

Press [ENT].

Input ppm value.

Press [ENT].

TEMP, PRESS and ppm input depend on the “Initial setting 1”

(ATM INPUT, ppm INPUT, NIL).

11.2.3 Station Orientation

Press the [F5] [ACCEPT] to view the STATION

POINT H. ANGLE SETUP screen.

Input your desired H.angle.

• ［ F2］[INPUT] Key

Input your desired H.angle.

Please note, that the rotation of the “H.angle”

depends on the rotation setting of

“Coordinate axis definition”.

• ［F3］［0 SET］Key

Press this Key twice to 0 set the H. Angle.

• ［F4］［HOLD］Key

Press this Key twice to hold the current H. Angle.

• [INVERS] key

123

If you want to calculate direction angle, Press [F5][INVERS] to jump to INVERSE function.

Input SP as Station Point, EP as Back Sight Point

Result angle is set here automatically by pressing

[ENT] at RESULT OF INVERSE screen.

Press [ENT] after aiming back sight point.

Aim at the reference point, then press [ENT] to enter

multiple orientation. For more details, refer to

“11.1.4 Multiple Orientation”. After the multiple

orientation is completed, the screen moves to

MEASURE screen.

11.3 FREE STATIONING

11.3.1 Stationing by more than 3 known points

4 known points stationing (For example)

Press 3. FREE STATION of the LinertecExpress

screen, and press [ENT] to view the IH input screen.

Input the IH value.

Aim at Point 1.

Press [ENT] to view the KNOWN POINT

COORD.SETUP screen.

Press [ENT] to open the PN, X, Y, Z and PH input

window and input each.

Then, press [F5] [ACCEPT] to view the MEASURE

screen.

Press [ENT] to view the ADD/CALC. SELECTION

MENU screen.

(Measuring is not needed. Just press [ENT].)

124

Press the [F1] [ADD] to view the KNOWN POINT

COORD. SETUP screen.

Aim at Point 2, 3 and 4.

In the same manner, input the values of Point 2, 3

and 4.

[F3] [P2 MEAS] button appears on 3rd point of

ADD/CALC.SELECTION MENU screen.

For precise measurement, carry out [F3] [P2 MEAS]

to calculate at least two multiplicative.

After pressing [F3] [P2 MEAS], measure the

distance of 2nd point.

With this function you can obtain the most probable

value of the angle of three points: after measuring

the distance of 3rd point, measure the 2nd point again.

After the measurement, press [ENT] to go to RESULT

COORD. OF STATIONING screen.

The most probable value is calculated based on the station point coordinate.

After entering values of PN4, press [ENT] twice to

view the MEASURE and ADD/CALC

SELECTION MENU.

Press the [F5] [CALC] to view the RESULT COORD. OF STATIONING screen.

The Station Coordinates are displayed. Result coordinates of free stationing can be saved

125

for Station setup after pressing [F5] [ACCEPT]. Horizontal angle of the result coordinates

will be affected to the Station Point for measuring.

11.3.2 Stationing by two known points

(One point must be measured at least to gain the

Station Coordinates.)

Press 3. FREE STATION of the LinertecExpress

screen, and press [ENT] to view the IH input screen.

Input the IH value.

Aim at the Point 1.

Press [ENT] to open the PN, X, Y, Z, PH and PC

input window and input each value.

Then, press [F5] [ACCEPT] to view the MEASURE

screen.

Press[F1]［MEASURE］to measure.

126

DEVIATIONS OF THE POINT: Four

points or more are needed to view this.

Press [ENT] to view the DEVIATIONS

OF THE POINT screen. The deviations of

X, Y and Z coordinate of each point are

displayed. For each point, you can decide

if you want to accept or reject the point.

PN: Current Point Number

dX: Deviation on the X value

dY: Deviation on the Y value

dZ: Deviation on the Z value

点位差误

Press [ENT] to view the ADD/CALC. SELECTION

MENU screen.

Press [F1] [ADD] to view the KNOWN POINT

COORD. SETUP screen.

In the same manner, aim at the Point 2.

Press [ENT] to open the PN, X, Y, Z, PH and PC

input window and input each value.

Then, press [ENT] or [F5] [ACCEPT] to view the

MEASURE screen.

Press the [F1] [MEAS] to measure the distance.

Press [ENT] to view the ADD/CALC. SELECTION

MENU screen.

Press [ENT] to view the RESULT COORD. OF

STATIONING.

Press [F5] [CALC]to view the RESULT COORD.

OF STATIONING.

The Station Coordinates are displayed. Result

coordinates of free stationing can be saved

for Station setup after pressing [F5] [ACCEPT]. Horizontal angle of the result coordinates

will

be affected to the Station Point for measuring.

127

Press [F4] [COMPARE] to view the RESULT COORD. OF STATIONING screen.

NOTE:

As illustrated in Fig. 1, it is optimal to choose the known points P1 and P3.

The instrument should be set up in such a manner so that the angle between P1 and P3

becomes 90°. The distances S1 and S2 should be similar.

The accuracy of a calculation result depends on the following:

1) The inner angle between known points is extremely small.

See P1 and P2 on above Fig. 1.

2) The inner angle between known points is extremely large.

See P4 and P6 on above Fig. 1.

3) The distance from a new point to a known point is extremely short or extremely long.

4) A new point (station point) and three or more known points are arranged on the same

circumference. See above Fig. 2.

When searching for a new point by free stationing and surveying by installing an instrument

in the point, accuracy may not be stabilized compared with the case where an instrument is

installed on a known point. In field work which needs a high-precision survey, we cannot

recommend this method.

128

New point

P4 P5

P2P1

S1 S2

90 ﾟ

FIG 1 FIG 2

New point

TI Precision LGP202N Total Station User Manual TOTAL STATION

TI Precision Shanghai Co.,Ltd. Total Station TOTAL STATION

Users manual

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