Survey instrument for determining 3D coordinates, distance measurement method and computer program product
A technology of distance measurement and instrumentation, applied in geodesy, industrial metrology, and surveying instrumentation
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[0056] Figure 1a to Figure 1d shows the use of divergent measurement beams ( Figure 1a and Figure 1b ) and the collimated measurement beam ( Figure 1c and Figure 1d ) performed distance measurement, the distance to the target is 2m ( Figure 1b and Figure 1d ) and 18m ( Figure 1a and Figure 1c ) for an exemplary visualization of the occlusion 3 at the aperture of the telescope front lens 8, where the measurement is performed in the on-target state, so that the aiming axis of the telescope is aligned with the optical center of the retroreflector. Figure 1a The occlusion or occlusion 3 at the aperture of the telescope lens or lens group 8 of the diverging measurement beam 2 at a distance of 18 m from the target is shown, and Figure 1b The obscuration 3 at the telescope lens 8 of the divergent measurement beam 2 is shown at a distance of 2 m from the target, seen from the inside of the telescope. Figure 1c shows the occlusion 3 at the telescope lens 8 of the col...
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