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Foif OTS685-R500 User Manual

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1
RTS/OTS680 Series
Total Station Instruction Manual
Ver: 2.1.1e(2014-01)
Suzhou FOIF Co., Ltd.
RTS682/RTS685(L)
OTS682-R300/R500/R1000
OTS685-R300/R500/R1000

Table of Contents

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Foif OTS685-R500 Specifications

General IconGeneral
BrandFoif
ModelOTS685-R500
CategoryMeasuring Instruments
LanguageEnglish

Summary

1. Precautions for Safety

1.1 Note

Safety guidelines for instrument handling, environmental conditions, and battery maintenance.

1.2 Definition of Indication

Defines WARNING and CAUTION symbols used in the manual for safety.

1.3 Safety Standards for Laser (OTS series)

Specifies safety standards and precautions for laser usage.

2. Preparation before Measurement

2.1 About Battery

Information on the battery power symbol, usage, and maintenance.

2.1.2 Replace the Battery

Step-by-step instructions for removing and installing the instrument battery.

2.1.3 Recharge the Battery

Detailed procedure for charging the instrument's battery.

2.2 Setting Up the Instrument

Instructions for correctly setting up the instrument on a tripod.

2.3 Centering and Levelling-Up

Guides for centering the instrument and achieving proper leveling.

3. Basic Functions

3.8 How to Set Parameters

Comprehensive guide to setting various instrument parameters.

3.8.1 Measure Condition Setting

Configures parameters related to measurement conditions.

3.8.2 Instrument Basic Setting

Sets fundamental parameters for instrument operation.

3.8.3 Communication Port Setting

Configures communication parameters for data transfer.

3.8.6 EDM Setting

Configures settings specific to the EDM (Electronic Distance Measurement).

4. Angle Measurement

4.1 Measure a Horizontal Angle of Two Points

Steps to measure the horizontal angle between two sighted targets.

4.2 Set the Horizontal Angle to a Required Value

Procedure to set a specific horizontal angle value.

5. Distance Measurement

5. Distance Measurement

Procedures and notes for performing distance measurements.

6. Coordinate Measurement

6.1 Input the Occupied Point Data

Entering initial station and instrument setup coordinates.

6.2 Azimuth Setting

Setting the backsight azimuth for orientation.

6.3 3D Coordinate Measurement

Measuring and calculating 3D coordinates of targets.

9. Offset Measurement

11. REM

12. Resection

12.1 Coordinate Resection

Determining station coordinates by measuring known points.

12.2 Elevation Resection

Determining station elevation by measuring known points.

13. Point Projection

14. Stake out Line

14.1 Define Baseline

Process of defining a baseline for line stake out operations.

14.2 Stake Out Line-Point

Staking out a specific point relative to a baseline.

14.3 Stake out Line/Line

Staking out a point relative to a defined line.

15. Traverse Surveying

18. Repetition Angle Measurement

19. Arc Staking Out Measurement

19.1 Two Point Arc Staking Out

Procedure for staking out an arc defined by two points and a radius.

19.2 Three Point Arc Staking Out

Procedure for staking out an arc defined by three points.

20. Road Staking Out Measurement

20.1 Input the Start Station

Defining the starting point and parameters for road layout.

20.2 Input Road Horizontal Elements

Defining horizontal elements like lines, curves, and spirals.

20.3 Input Road Vertical Elements

Defining vertical alignment elements for the road.

21. Record

22. JOB Management

23. Known Data Management

25. Warning and Error Messages

25. Warning and Error Messages

Explanations and solutions for common instrument warnings and errors.

26. Check and Adjustment

26.9 Tilt Sensor

Calibrating the tilt sensor to ensure accurate leveling.

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