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

Angle between plumb line and standing axis.

Standing axis tilt is not an instrument error and is not

eliminated by measuring in both faces. Any possible

influence it may have on the horizontal direction or verti-

cal angle is eliminated by the dual axis compensator.

Point on the plumb line above the observer.

Glass plate within the telescope with reticle.

TS0X_005

The line-of-sight error (c) is the deviation from the perpendicu-

lar between the tilting axis and line of sight. This could be elimi-

nated by measuring in both faces.

Standing axis inclination

Zenith

Crosshairs

Line-of-sight error (hori-

zontal collimation)

138 Glossary