Návrh geometrie stolu zvedací plošiny

Abstract

This thesis deals with the design geometry table lifting platform. The theoretical part deals with parametric studies of the impact of deployment support for statically indeterminate beam, on the basis of which will be defined by the appropriate deployment support. The goal is the overall design geometry table lifting platform. It has been suggested several types of scissor lifts including the design of individual sections imposed requirements on the table, lifting platforms, which were acting as load 15 tons from the actual load and 1.8 tons from timbering operating table lifting rigs to natural frequencies that were higher than 12Hz at what lightest weight plateau. Of these proposals were selected optimal solution. This proposal was subject to a modal analysis to determine the lowest frequency with subsequent static strength analysis. At the end of the plan was created by the best design geometry table lifting platform.