Product Manual

ManualsBrandsGeomax ManualsSurveying EquipmentZoom25 Series Manual Reflectorless Total Station

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Table Of Contents

1 Safety Directions
- 1.1 General
- 1.2 Definition of Use
- 1.3 Limits of Use
- 1.4 Responsibilities
- 1.5 Hazards of Use
- 1.6 Laser Classification
- 1.7 Electromagnetic Compatibility EMC
- 1.8 FCC Statement, Applicable in U.S.
- 1.9 ICES-003 Statement, Applicable in Canada
2 Description of the System
- 2.1 System Components
- 2.2 Container Contents
- 2.3 Instrument Components
3 User Interface
- 3.1 Keyboard
- 3.2 Screen
- 3.3 Status Icons
- 3.4 Softkeys
- 3.5 Operating Principles
- 3.6 Pointsearch
4 Operation
- 4.1 Instrument Setup
- 4.2 Working with the Battery
- 4.3 Data Storage
- 4.4 Main Menu
- 4.5 Survey Application
- 4.6 Distance Measurements - Guidelines for Correct Results
5 Settings
- 5.1 General Settings
- 5.2 EDM Settings
- 5.3 Communication Settings
- 5.4 Unit Settings
6 Tools
- 6.1 Calibration
- 6.2 Auto Start Routine
- 6.3 System Information
- 6.4 Loading Software
- 6.5 Licence Keys
- 6.6 Instrument Protection with PIN
7 Functions
- 7.1 Overview
- 7.2 Offset
- 7.3 Column Offset
- 7.4 2 Dist. Offset
- 7.5 Brg/Dist
- 7.6 EDM Continuous
8 Coding
- 8.1 Coding
- 8.2 Rapid Coding
9 MapView Interactive Display Feature
- 9.1 Overview
- 9.2 Accessing MapView
- 9.3 MapView Components
10 Applications - Getting Started
- 10.1 Overview
- 10.2 Starting an Application
- 10.3 Selecting the Job
- 10.4 Selecting the Station
- 10.5 Selecting the Orientation
11 Applications
- 11.1 Common Fields
- 11.2 Survey
- 11.3 Set Out
- 11.4 Resection
- 11.5 Missing Line Measurement
- 11.6 COGO
- 11.7 Area & Volume
- 11.8 Remote Elevation
- 11.9 Reference Element - Reference Line
- 11.10 Reference Element - Reference Arc
- 11.11 Construction
- 11.12 Road 2D
- 11.13 Road 3D
- 11.14 Traverse
12 Data Management
- 12.1 Data Management
- 12.2 Exporting Data
- 12.3 Importing Data
- 12.4 Working with a USB Memory Stick
- 12.5 Working with Bluetooth
13 Calibration
- 13.1 Overview
- 13.2 Preparation
- 13.3 Calibrating Line-of-Sight and Vertical Index Error
- 13.4 Calibrating the Compensator
- 13.5 Calibrating the Circular Level of the Instrument and Tribrach
- 13.6 Inspecting the Laser Plummet of the Instrument
- 13.7 Servicing the Tripod
14 Care and Transport
- 14.1 Transport
- 14.2 Storage
- 14.3 Cleaning and Drying
15 Technical Data
- 15.1 Angle Measurement
- 15.2 Distance Measurement with Reflectors
- 15.3 Distancer, Measurements without Reflectors (Reflectorless mode)
- 15.4 Distance Measurement Reflector (Long Range)
- 15.5 Conformity to National Regulations
  - 15.5.1 Dangerous Goods Regulations
- 15.6 General Technical Data of the Product
- 15.7 Scale Correction
- 15.8 Reduction Formulas
16 Software Licence Agreement
17 Glossary
Appendix A Menu Tree
Appendix B Directory Structure
Appendix C Connector PIN Layout

TSOX_060

TP3

TP2

TP1

C1, C3 Control points

C2 Check point

P1-P3 Traverse points

TP1-TP3 Topographic points

Start a traverse with a known backsight

•

Start on a known point with an initial measurement to a known backsight.

•

Stop on a known point and optionally measure to a known closing point.

TP3

TP2

TP1

TSOX_059

C1, C2 Control points

C4, C5 Control points

C3 Check point

P1...P3 Traverse points

TP1...TP3 Topographic points

N North direction

Start a traverse with a known azimuth

•

Start on a known point, aim to any direction (for example a tower) and define this direction

as the reference. This method is often used to define a 0-direction.

•

Stop/end the traverse either on a known point or a traverse point and then measure to a

known closing point, or leave the traverse open. Refer to "11.14.5 Closing a Traverse".

If using the current system azimuth, for example from the Stn.Setup program, then simply con-

firm the suggested Hz-value in the Set Horizontal Angle screen.

Field Description

BS ID Point ID of the backsight point.

Remark Description of the backsight point.

Stat.ID Name of the station.

Next step

Depending on the traverse method configured, after the measurement either the Sight Back-

sight! screen stays active for measuring the backsight point in a second face, or the Sight

Foresight! screen appears for measuring the foresight point.

Next step

Depending on the traverse method configured, after the measurement either the Sight Fore-

sight! screen stays active for measuring the foresight point in a second face, or the Sight Back-

sight! screen appears for measuring the backsight point.

With known backsight

With known azimuth

Measure traverse - Sight

Backsight!

Measure traverse - Sight

Foresight!

108 Applications