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Sokkia SET 550 User Manual

Sokkia SET 550
33 pages
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Total Station Setup and
Total Station Setup and
Operation
Operation
Sokkia SET Total Station
Sokkia SET Total Station
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Sokkia SET 550 Specifications

General IconGeneral
Maximum Range (with prism)3, 000 m
Telescope Magnification30x
Battery Life10 hours
Operating Temperature-20°C to +50°C
TypeTotal Station
Angle Measurement MethodAbsolute
DisplayLCD

Summary

Total Station Setup and Operation

Introduction to Sokkia SET Total Station

Overview of the Sokkia SET total station for users.

Parts of the SET Total Station

Identification of Key Components

Detailed listing and description of the instrument's parts.

Instrument Keys and Screen Layout

Basic Key Operation Overview

Covers essential key functions for basic instrument operation.

SET 550 Menu Pages Overview

Navigating the Menu Structure

Guide to accessing and moving through the instrument's software menus.

Leveling the Total Station

Importance of Accurate Leveling

Highlights why precise leveling is essential for obtaining reliable results.

Instrument Setup Steps

Step 1: Tripod Setup

Instructions for properly setting up the tripod for instrument stability.

Step 2: Mount Instrument on Tripod

Guidance on securely attaching the total station to the tripod.

Step 3: Focus on Survey Point

Procedure for focusing the optical plummet onto the survey point.

Detailed Leveling Procedure

Step 4: Leveling the Instrument

Detailed guide for adjusting leveling screws to achieve instrument level.

Electronic Leveling Verification

Step 5: Electronically Verify Leveling

Using the electronic display to check and adjust leveling.

Image and Reticle Focus Adjustment

Step 5: Adjust Image & Reticle Focus

Fine-tuning focus for optimal image clarity and parallax elimination.

Measuring the Height of An Object

Remote Elevation Measurement (REM)

Specific technique for measuring heights of inaccessible objects.

Calibrating the Instrument

Overview of Calibration Methods

Introduction to different calibration techniques available for the instrument.

Calibrate by Backsight by Angle

Aligning with Working Coordinate System

Setting the instrument's orientation relative to a defined coordinate system.

Backsight by Coordinate Method

Using Two Known Survey Points

Procedure for calibration involving two established points.

Resection Method for Calibration

Determining Instrument Coordinates

Calculating the station's X,Y,Z coordinates via resection.

Resection Procedure Details

Entering Known Survey Markers

Inputting coordinates of known points for resection calculation.

Resection Results and Accuracy

Checking Standard Deviations

Evaluating standard deviations to assess the reliability of resection results.

Resection Notes and Best Practices

Initializing Coordinates and Calibration

Saving initial coordinates and completing calibration after resection.

Resection Geometry Precautions

Avoiding Undesirable Arrangements

Advice on preventing common geometric errors in resection setups.

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