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

S0X_006

With a horizontal line of sight the vertical circle reading should

be exactly 90°(100 gon). The deviation from this value is

termed the Vertical index error (i).

sDIST

dHGT

Stn.E, Stn.N, Stn.Z

E, N, Z

hDIST

TgtHGT

Inst.H

sDIST Indicated meteorological corrected slope

distance between instrument tilting axis

and center of prism/laser dot

hDIST Indicated meteorological corrected hori-

zontal distance

dHGT Height difference between station and

target point

TgtHGT Reflector height above ground

Inst.H Instrument height above ground

Stn.E,

Stn.N,

Stn.Z

Easting, Northing and Height coordi-

nates of station

E, N, Z Easting, Northing and Height coordi-

nates of target point

Vertical index error

Explanation of displayed

data

Glossary 139