Návrh obloukového spřaženého ocelobetonového mostu.

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Pařenica, Přemysl

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Vysoká škola báňská - Technická univerzita Ostrava

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Abstract

The subject of the thesis is design and check of road composite arch bridge – 100 m single span. This proposal is designed as an alternative solution has been implemented steel structures. The topic of the thesis came from the company's requirements PT Waagner Biro Indonesia, which designs and implements a steel arch bridge option. Composite steel concrete alternative solution is designed according to the requirements proposed by Indonesian standards for loading bridges, in order to compare the two proposals. Assessment of the main load-bearing part of the both bridges is done according to Eurocodes. The thesis is elaborated basic technology of construction of composite arch beams. The content of the thesis is also selected drawing documentation. The thesis is prepared in the range of 83 pages and 2 drawings.

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Import 04/02/2014

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bridge, composite steel-concrete, CFST – Concrete Filled Steel Tubular, main carry arch, interaction diagram

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