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Deep foundation of the hall
Vavrisová, Vanesa ; Koudela, Pavel (referee) ; Boštík, Jiří (advisor)
The bachelor thesis deals with the design and assessment of the foundation of an industrial hall in the district of Uherské Hradište. The theoretical part attends to the issue of foundations and methods of connecting upper structures to the foundation, with emphasis on a deep foundations using drilled piles. The work provides an overview of the options for connecting the structure to the foundation, discussing various connection methods for monolithic and prefabricated structures. Attention is focused on the connection of the structure to the pile foundation using pile cap. The practical part of the thesis includes a specific design and assessment of the hall foundation on drilled piles using specialized software for calculations. Pile caps are calculated manually using three methods to propose an optimal reinforcement. The thesis also includes drawing documentation of the designed foundation structures.
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Frame reinforced concrete structure
Kalinová, Kristýna ; Perla, Jan (referee) ; Požár, Michal (advisor)
The aim of this bachelor thesis was design a part of a load-bearing cast-in-place reinforced concreate structure of the warehouse building. The load-bearing structure was designed of transversely oriented multi-storey frame. Floor structure consists of a continuous slab and secondary beams placed on the primary beams of the frames. The shape and reinforcement of the continuous slab, secondary beams, primery beam, column and pile cap was designed. Appropriate drawing documentation has been created for the proposed load-bearing elements.
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Frame reinforced concrete structure
Kalinová, Kristýna ; Perla, Jan (referee) ; Požár, Michal (advisor)
The aim of this bachelor thesis was design a part of a load-bearing cast-in-place reinforced concreate structure of the warehouse building. The load-bearing structure was designed of transversely oriented multi-storey frame. Floor structure consists of a continuous slab and secondary beams placed on the primary beams of the frames. The shape and reinforcement of the continuous slab, secondary beams, primery beam, column and pile cap was designed. Appropriate drawing documentation has been created for the proposed load-bearing elements.
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