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Sokkia CX-106 User Manual

Sokkia CX-106
313 pages
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SURVEYING INSTRUMENTS
CLASS 1 Laser Product
OPERATOR'S MANUAL
CX
series
CX-101
CX-102/102L
CX-103
CX-105/105L
CX-106
CX-107
Compact X-ellence Station
CLASS 2 Laser Product
CLASS 3R Laser Product
21403 99160

Table of Contents

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Sokkia CX-106 Specifications

General IconGeneral
ModelCX-106
CategoryMeasuring Instruments
TypeTotal Station
Magnification30x
Angle Accuracy6"
Internal Memory10, 000 points
Protection ClassIP66
CompensatorDual-axis
IP RatingIP66
Distance Range with Reflector5, 000 m
Measurement Range (with prism)5, 000 m
Distance Measurement TimeRapid: 0.7 s
Operating Temperature-20°C to 50°C
Weight5.6 kg

Summary

1. PRECAUTIONS FOR SAFE OPERATION

Power Supply

Details safety precautions related to power supply, battery charging, and electrical hazards.

3. LASER SAFETY INFORMATION

5. BASIC OPERATION

5.1 Basic Key Operation

Introduces fundamental key operations and button functions for instrument control.

6. USING THE BATTERY

6.1 Battery Charging

Provides a step-by-step procedure for charging the instrument's battery.

7. SETTING UP THE INSTRUMENT

7.1 Centering

Explains the process of centering the instrument over the survey point using optical or laser plummer.

7.2 Levelling

Describes how to level the instrument using screen display or the plate level.

9. POWER ON/OFF

PROCEDURE Power ON

Details the steps for powering on the instrument, including password entry and initial checks.

PROCEDURE Power OFF

Outlines the correct procedure for powering off the instrument to save power or shut it down.

10. CONNECTING TO EXTERNAL DEVICES

10.1 Necessary settings for Bluetooth communication

Guides the user through the essential settings for establishing Bluetooth communication.

10.2 Establishing a connection between the CX and paired Bluetooth device

Explains how to connect the CX instrument with a pre-paired Bluetooth device.

10.4 Registering/Outputting data using Bluetooth communication

Details how to register known points or output JOB data wirelessly via Bluetooth.

11. ANGLE MEASUREMENT

11.1 Measuring the Horizontal Angle between Two Points (Horizontal Angle 0°)

Explains how to measure horizontal angles and set the horizontal angle to 0 degrees.

11.2 Setting the Horizontal Angle to a Required Value (Horizontal Angle Hold)

Details how to set and hold a specific horizontal angle for referencing or setting out.

11.3 Angle Measurement and Outputting the Data

Covers angle measurement procedures and how to output the collected data.

12. DISTANCE MEASUREMENT

12.2 Distance and Angle Measurement

Describes how to simultaneously measure distance and angles to a target.

12.4 Distance Measurement and Outputting the Data

Covers distance measurement procedures and outputting the collected data to external devices.

12.5 Coordinate Measurement and Outputting the Data

Explains coordinate measurement and how to output the data to external devices.

12.6 REM Measurement

Details the Remote Measurement (REM) function for calculating heights of inaccessible points.

13. SETTING INSTRUMENT STATION

13.1 Entering Instrument Station Data and Azimuth Angle

Explains how to input instrument station coordinates and the backsight azimuth angle.

14. COORDINATE MEASUREMENT

PROCEDURE 3-D Coordinate Measurement

Details the steps for performing 3-dimensional coordinate measurements of targets.

15. SETTING-OUT MEASUREMENT

15.1 Coordinates Setting-out Measurement

Explains how to set out points based on calculated horizontal angles and distances.

15.2 Distance Setting-out Measurement

Details setting out points based on horizontal angle and distance from the instrument station.

15.3 REM Setting-out Measurement

Explains how to perform REM setting-out for points where targets cannot be directly installed.

16. SETTING-OUT LINE

16.1 Defining Baseline

Guides on defining a baseline for setting-out line measurements and point projections.

16.2 Setting-out Line Point

Explains how to find required point coordinates by inputting length and offset relative to a baseline.

16.3 Setting-out Line Line

Describes how to determine horizontal and vertical distances of measured points from a baseline.

17. SETTING-OUT ARC

17.1 Defining an Arc

Explains how to define an arc using various parameters like coordinates, radius, and angle.

17.2 Setting-out Arc

Explains how to find required point coordinates along an arc by inputting arc length and offset.

18. POINT PROJECTION

18.1 Defining Baseline

Guides on defining a baseline for projecting points onto it.

18.2 Point Projection

Explains how to project points onto a defined baseline and display distances.

19. TOPOGRAPHY OBSERVATION

19.1 Observation Setting

Details how to configure observation settings prior to topography surveying.

19.2 Observation

Guides the user through the process of performing topography observations.

20. OFFSET MEASUREMENT

20.1 Single-distance Offset Measurement

Explains how to find a point's coordinates by entering its horizontal distance from the target point.

20.2 Angle Offset Measurement

Describes how to find a point's location using the included angle from offset points.

20.3 Two-distance Offset Measurement

Explains how to measure points by using two offset points and their distances.

21. MISSING LINE MEASUREMENT

21.1 Measuring the Distance between 2 or more Points

Details how to measure distances between multiple points without moving the instrument.

22. SURFACE AREA CALCULATION

PROCEDURE Surface area calculation by observing points

Guides on calculating surface area by observing points that form a closed area.

PROCEDURE Surface area calculation by reading in the points’ coordinates

Explains how to calculate surface area using previously registered coordinate data.

23. INTERSECTIONS

24. TRAVERSE ADJUSTMENT

25. ROUTE SURVEYING

25.1 Instrument Station Settings

Covers setting the instrument station as a reference point for route surveying.

25.2 Straight Line Calculation

Explains how to calculate coordinates for center and width pegs for straight line segments.

25.3 Circular Curve Calculation

Details the calculation of center and width pegs for circular curves.

25.4 Spiral Curve

Explains calculations for spiral (clothoid) curves and their properties.

25.5 Parabola

Covers calculations related to parabolic curves and their properties.

25.7 Intersection Angle/Azimuth Angle Calculation

Explains how to calculate intersection and azimuth angles using curve properties.

25.8 Route Calculation

Covers the process of finding center and width pegs for a route containing multiple curves.

25.8.2 Inputting Curve Elements

Details how to input curve properties (parameters, radius, offset) for route calculation.

25.8.5 Automatic calculation of cardinal points

Covers automatic calculation of cardinal points (center, width pegs) based on curve properties.

25.8.6 Arbitrary point calculation

Explains how to find coordinates of arbitrary points on any calculated curve.

27. POINT TO LINE MEASUREMENT

PROCEDURE Setting Baseline

Guides on setting a baseline for projecting points onto it.

28. RECORDING DATA - TOPO MENU -

28.1 Recording Instrument Station Data

Explains how to record instrument station coordinates, point name, height, and other data.

28.4 Recording Distance Measurement Data

Details how to store distance measurement data, including using automatic recording.

28.5 Recording Coordinate Data

Explains how to store coordinate measurement data in the current JOB.

28.6 Recording Distance and Coordinate Data

Covers storing both distance and coordinate data simultaneously for the same point.

30. REGISTERING/DELETING DATA

30.1 Registering/Deleting Known Point Data

Explains how to register or delete coordinate data for known points.

31. OUTPUTTING JOB DATA

31.1 Outputting JOB Data to Host Computer

Explains how to output JOB data to a host computer via connection.

33. CHANGING THE SETTINGS

33.3 Allocating Key Functions

Explains how to customize softkey allocations to suit different applications and operators.

34. WARNING AND ERROR MESSAGES

35. CHECKS AND ADJUSTMENTS

35.3 Tilt Sensor

Describes how to check and cancel tilt zero point errors related to the tilt sensor.

35.8 Laser Plummet

Details how to check the laser plummet for proper alignment.

37. SPECIFICATIONS

38. EXPLANATION

38.2 Atmospheric Correction for High Precision Distance Measurement

Details the need for and method of calculating atmospheric correction factors for precise distance measurements.

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