Product Manual

ManualsBrandsGeomax ManualsSurveying EquipmentZoom25 Series Manual Reflectorless Total Station

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

Known

P1 First known point

P2 Second known point

Unknown

Direction from P1 to P2

d1 Slope distance between P1 and P2

d2 Horizontal distance between P1 and P2

d3 Height difference between P1 and P2

Use the traverse subapplication to calculate the position of a new point using the bearing and the

distance from a known point. Offset optional.

Known

P1 Known point

Direction from P1 to P2

d1 Distance between P1 and P2

d2 Positive offset to the right

d3 Negative offset to the left

Unknown

P2 COGO point without offset

P3 COGO point with positive offset

P4 COGO point with negative offset

11.6.3 Intersections

Select the desired COGO method from the COGO menu.

•

Brg-Brg

•

Dst-Dst

•

Brg-Dst

•

Ln-Ln

Use the bearing-bearing subapplication to calculate the intersection point of two lines. A line is

defined by a point and a direction.

Known

P1 First known point

P2 Second known point

a1 Direction from P1 to P3

a2 Direction from P2 to P3

Unknown

P3 COGO point

Traverse

Access

Bearing-Bearing

Applications 71