<abstract xmlns="http://www.w3.org/1999/xhtml"><p>The correctness of the geodetic service of an engineering object not seldom requires designing, alignment or renewing of geodetic situational control points. Building robots often cause that fixed situational control points are partly or completely inaccessible. For setting the position of these control points, there is worked out the methodology using the optoelectronic method. The prepared set of tools realizes the method’s assumptions and enables to determine the sides and control points based on the set of laser planes. In this article there is presented the innovative set of geodetic equipment for fixing horizontal control points. The presented set has been experimentally tested under laboratory conditions taking its functionality, operation range and applied accuracy into account. The measurement accuracy of the set of tools, resulting from identification of the energetic centres of laser planes’ edges, visualizing the sides of geodetic control networks, is within the range of ±0.02mm - ±0.05mm. There were also discussed exemplary versions of shapes and structures of horizontal geodetic control networks (regular and irregular), which are possible to be fixed with the use of the constructed set of tools.</p></abstract>

The correctness of the geodetic service of an engineering object not seldom requires designing, alignment or renewing of geodetic situational control points. Building robots often cause that fixed situational control points are partly or completely inaccessible. For setting the position of these control points, there is worked out the methodology using the optoelectronic method. The prepared set of tools realizes the method’s assumptions and enables to determine the sides and control points based on the set of laser planes. In this article there is presented the innovative set of geodetic equipment for fixing horizontal control points. The presented set has been experimentally tested under laboratory conditions taking its functionality, operation range and applied accuracy into account. The measurement accuracy of the set of tools, resulting from identification of the energetic centres of laser planes’ edges, visualizing the sides of geodetic control networks, is within the range of ±0.02mm - ±0.05mm. There were also discussed exemplary versions of shapes and structures of horizontal geodetic control networks (regular and irregular), which are possible to be fixed with the use of the constructed set of tools.

Determination Of Horizontal Geodetic Control Networks For Engineering Objects Using Optoelectronic Techniques

Institute of Geodesy and Geoinformatics, Wroclaw University of Environmental and Life Sciences

Regional Water Management Board in Wroclaw

Reports on Geodesy and Geoinformatics

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

The correctness of the geodetic service of an engineering object not seldom requires designing, alignment or renewing of geodetic situational control points....

Determination Of Horizontal Geodetic Control Networks For Engineering Objects Using Optoelectronic Techniques

Data publikacji: 06 sie 2015

Zakres stron: 39 - 51

DOI: https://doi.org/10.2478/rgg-2015-0004

Słowa kluczowe
engineering geodesy, geodesy in industry, laser planes’ edges network, CCD camera

© Kazimierz Ćmielewski et al.

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Determination Of Horizontal Geodetic Control Networks For Engineering Objects Using Optoelectronic Techniques

Data publikacji: 06 sie 2015

Zakres stron: 39 - 51

DOI: https://doi.org/10.2478/rgg-2015-0004

Słowa kluczoweengineering geodesy, geodesy in industry, laser planes’ edges network, CCD camera

© Kazimierz Ćmielewski et al.

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Słowa kluczowe
engineering geodesy, geodesy in industry, laser planes’ edges network, CCD camera