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

10.5.3 Orientation with Coordinates

HA=0

HA1

Known coordinates

1 Target point

2 Target point

3 Target point

Calculations

HA1 Station orientation

Select Coordinates in the STN-ORIENTATION screen.

Field Description

Pt. Point ID of the backsight point.

Next step

Find an existing backsight point in the pointsearch or enter ENZ coordinates for a new point.

Press OK to continue to Sight target point.

Field Description

BS ID Point ID of the selected, or entered backsight point.

Next step

After each measurement the message, Do you want to take additional measurements

appears. Selecting:

•

Yes returns to the Sight target point screen to take an additional measurement. A maxi-

mum of five target points can be used.

•

No proceeds to the STN. ORIENTATION RESULT screen.

If more than one target point is measured then the orientation is computed using the "least

squares method".

IF THEN

the orientation is only measured in face II the horizontal direction is based on

face II.

the orientation is measured only in face I or a mixture

of I and II

the horizontal direction is based on

face I.

a target point is measured several times in the same

face

the last valid measurement is used

for the computation.

Field Description

Pts Number of points used in the calculation.

Stn Station name for which the orientation has been set.

Diagram

Access

Orientation with coordi-

nates

Sight target point

Result calculation

Stn. Orientation result

Applications - Getting Started 61