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Production site ITAB Boskovice - rough upper construction
Panáček, Jakub ; Dvořák, Miloslav (referee) ; Biely, Boris (advisor)
The main purpose of this dissertation is to design and describe technological stage of rough upper construction of production hall, which is part of production site ITAB. It focuses on the budget, work schedule, providing of energy sources, appropriate setup of temporary objects on the construction site and creation of the effective construction procedure. Result of this work represents possible construction progression with focus on the construction speed of the steel structure.
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The structure of the car showroom in Trutnov
Železná, Radka ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The subject of this bachelor's thesis is a propopsal and evaluation of the steel load-bearing structure of a car showroom in the area of city Trutnov. The plan dimensions of the structure are dodecagon 25m. The headroom is 6m. The car showroom is designet by piramidal roof. The main load-bearing structure is created by 10 cross-links. Polar coordinate of it is 30°. The distance of main collumns is 12m. Load-bearing structure of roof is created by lattice truss. General rigidity of the structure is provided by transverse wind braces and layout. Roof covering is made of roof panels laid directly on the purlins. The cladding is made of glass panels. In the back of structure is the sladding made by self-supported structure, which is not part of the thesis.
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The steel structure of a bus terminal
Plíšková, Iveta ; Hron, Lukáš (referee) ; Štrba, Michal (advisor)
The aim of the bachelor´s thesis is the design and the assessment of the steel structure of the bus terminal in Dvůr Králové. The shape of the constraction is the rectangular hall with dimensions 35 x 45 m and cylindrical roof. The building will be used as the platform for passengers, the space to rest for drivers and for catering for passangers. The structure is formed by lattice trusses, solid purlins and columns. The model of the structure and some calculations were provided by the program Scia Engineer.
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Storage Hall
Badár, Tomáš ; Barnat, Jan (referee) ; Bajer, Miroslav (advisor)
The aim of the work is to design steel structure warehouse hall in the city of Jihlava. The building is designed as a two-aisled hall with its dimensions 36×60 m. The main supporting part is diagonal links makes truss frame with span of 24 m, which is hinged to the structure of columns. Height in the top of the ship is 9,0 m. Among the main support frames are solid purlins. The main structure is articulated outbuitding with dimensions 12×60 m and height in the top 5,92 m. The spatial rigidity of the structure is ensured by cross braces. Roof cladding and walls will be made using sandwich panels of KINGSPAN. The calculation has been done in Scia Engineer 16.1 program and by hand canculation.
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Assessment and the strengthening of the truss concrete roof structure
Rulíšek, Jakub ; Svoboda, Adam (referee) ; Klusáček, Ladislav (advisor)
My bachelor thesis is focused on the retrospective design and assessment of lattice prestressed trusses that serve as the roof structure of the hall building of the public transport depot in Brno in Medlánky. The aim of this thesis is to assess the structure according to currently valid standards, to determine the influence of potentially poor condition of the prestressing reinforcement on the stability of the structure and to design additional prestressing to ensure the safety of the truss.
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Structure of the Shopping Centre
Plíšková, Iveta ; Šmak, Milan (referee) ; Hron, Lukáš (advisor)
The aim the diploma thesis is the design and the assessment of the main structure of the shopping centre in the Hradec Králové. The shape of the construction is the cylindrical hall with dimensions 120 x 32 m. The structure is formed by lattice trusses, solid purlins, columns and composite construction. The model of the structure and some calculations were provided by the program Dlubal RFEM.
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Assessment and the strengthening of the truss concrete roof structure
Rulíšek, Jakub ; Svoboda, Adam (referee) ; Klusáček, Ladislav (advisor)
My bachelor thesis is focused on the retrospective design and assessment of lattice prestressed trusses that serve as the roof structure of the hall building of the public transport depot in Brno in Medlánky. The aim of this thesis is to assess the structure according to currently valid standards, to determine the influence of potentially poor condition of the prestressing reinforcement on the stability of the structure and to design additional prestressing to ensure the safety of the truss.
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Apartment building Skřivánek
Jalamudisová, Denisa ; Pilný, Ondřej (referee) ; Kolář, Radim (advisor)
This bachelor’s thesis processes project documentation for cunstruction works of one new apartment building in Ústí nad Labem. It is a four storey non-basement building including 10 apartments, 2 of them are intended for diasbled people. Apartments on the ground floor have barrier-free tercce and each apartment on the higher floors has a spacious balcony. Every apartment has own storage space in common areas. Masonry is designed from ceramic masonry prefabric blocks, external masonry is filled with mineral wool providing thermal insulation. The ceiling system is made from reinforced concrete slabs, roof is sloping hipped made of wooden lattice trusses.
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Storage Hall
Badár, Tomáš ; Barnat, Jan (referee) ; Bajer, Miroslav (advisor)
The aim of the work is to design steel structure warehouse hall in the city of Jihlava. The building is designed as a two-aisled hall with its dimensions 36×60 m. The main supporting part is diagonal links makes truss frame with span of 24 m, which is hinged to the structure of columns. Height in the top of the ship is 9,0 m. Among the main support frames are solid purlins. The main structure is articulated outbuitding with dimensions 12×60 m and height in the top 5,92 m. The spatial rigidity of the structure is ensured by cross braces. Roof cladding and walls will be made using sandwich panels of KINGSPAN. The calculation has been done in Scia Engineer 16.1 program and by hand canculation.
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Business centre
Rádlová, Markéta ; Barnat, Jan (referee) ; Bajer, Miroslav (advisor)
The aim of this bachelor’s thesis is a design and a static state estimation of the steel supporting frame of a commercial centre in Svitavy. The building is designed as a three-aisled hall with its dimensions 45×27 m. There is the advanced entrance shed in front of main aisle with dimensions 5×7 m. The Supporting frame of centre is composed by steel frameworks and truss frame made of rolled sections. Scia Engineer 2015 software has been used to create a three-dimensional model for the purpose of dimensioning each element and global analysis. All obtained results from the computer analysis were checked twice with a hand calculation of a few elements.
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