Determination of rectification corrections for semi gantry crane rail axes in the local 3D coordinate system

• Autorzy: Filipiak D. , Kamiński W.

Identyfikatory

DOI

10.2478/rgg-2014-0012

• Języki publikacji: EN

Abstrakty

EN

Electronic tacheometers are currently the standard instruments used in geodetic work, including also geodetic engineering measurements. The main advantage connected with this equipment is among others high accuracy of the measurement and thus high accuracy of the final determinations represented for example by the points’ coordinates. One of many applications of the tacheometers is the measurement of crane rail axes. This measurement is based on polar method and it allows to get the spatial coordinates of points in 3D local system. The standard technology of measurement of crane rail axes and development of its calculations’ results is well-known and widely presented in the subject literature. At the same time new methods of observations results evaluation are developing. Some new proposals for the development of measurement results were already presented in (Kamiński, 2013). This paper is a generalisation of the paper quoted above. The authors developed the concept which was presented there by a proposal for determining rectification corrections for semi gantry crane rail axes. To carried out the task, the parametric method with conditions on parameters was used. Moreover the practical tests on simulated measurement results were conducted. The results obtained from alignment confirmed the theoretical assumptions. Despite the fact that analyses were carried out only on the simulated data, it is already possible to say that presented method for determination of rectification corrections for crane rail axes can be used for development of the observations from real measurement.

Słowa kluczowe

EN

rectification corrections for crane rail axes; semi gantry crane; local 3D system

PL

korekta rektyfikacji; osie kolejowe; suwnica; lokalny system 3D

• Wydawca: Wydział Geodezji i Kartografii Politechniki Warszawskiej
• Czasopismo: Reports on Geodesy and Geoinformatics
• Rocznik: 2014
• Tom: Vol. 97
• Strony: 71--79
• Opis fizyczny: Bibliogr. 8 poz., tab., rys.

Twórcy

autor

Filipiak D.

• Institute of Geodesy, University of Warmia and Mazury, Olsztyn, Poland

autor

Kamiński W.

• Institute of Geodesy, University of Warmia and Mazury, Olsztyn, Poland
• Department of Geodesy, University of Technology, Gdańsk, Poland

Bibliografia

• [1] Baran L. W., (1999), Theoretical basis for analysis of geodetic survey results, Polish Scientific Publishers PWN SA, Warsaw.
• [2] Gocał J., (2010), Engineering and industrial geodesy. Part III, AGH University of Science and Technology Press, Cracow.
• [3] Grala M., & Kopiejewski G., (2003), Engineering Geodesy. Selected Branches, UWM Press, Olsztyn.
• [4] Kamiński W., (2013), New method for determination of adjustment corrections for crane rail axes, Reports on Geodesy vol. 94/2013, 47-55, doi: 10.2478/rgg-2013-0006
• [5] Křemen T., Koska B., Pospíšil J., Kyrinovič P.,Haličková J., & Kopáčik A., (2008), Checking of crane rails by terrestrial laser scanning technology, 13th FIG, 4th IAG, Lnec, Lisbon 12-15 May
• [6] Kyrinovič P., & Kopáčik A., (2010), Automated measurement system for crane rail geometry determination, 27 th International Symposium on Automation and Robotics in Construction (ISARC 2010), 294-305
• [7] Marjetič A., Kregar K., Ambrožič T., & Kogoj D., (2012), An Alternative Approach to Control Measurements of Crane Rails, Sensors, 12, 5906-5918
• [8] Wiśniewski Z., (2005), Adjustment calculus in geodesy (with examples), UWM Press, Olsztyn.