Reference system
The coordinate system to which all measured values refer. It is defined at the outset, for example from a main machine axis, an installation plane and a zero point. Without an unambiguous reference system, measured values are numbers without meaning — the choice of reference decides what a deviation actually means.
Nominal/actual comparison
The comparison of the measured geometry with the required one, for example from a drawing or CAD model. The result is deviations per point or component, from which correction values are derived — that is, by how much and in which direction something must be moved.
Best fit
A computational method that fits a measured point cloud into a nominal geometry as well as possible, so that the remaining deviations are as small and evenly distributed as possible. Useful when no single surface is decisive and the component as a whole is to be assessed.
Network adjustment and station change
Large plants can rarely be captured completely from a single station. The tracker is moved and tied back into the same coordinate system via common reference points. Network adjustment distributes the resulting residual discrepancies mathematically and reveals how reliable the linking is.
Measurement report
The traceable documentation of a survey: reference system, equipment, ambient conditions, measured values, deviations and correction values. It is the document with which one can argue towards a supplier, client or inspection body — and the basis for any later repeat survey.
As-built survey
The capture of a plant's as-built condition, in contrast to the planned one. It is the basis for conversions, retrofits and relocations, because plants that have grown over time almost never match the existing drawings.