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Nosná konstrukce bytového domu Palackého třída 24, Brno / Load - bearing structure of apartment blockNečas, Daniel January 2013 (has links)
Master’s thesis is based on analysis and design of a load bearing structure of an apartment block. This structure is supported with a strip footing made of reinforced concrete. The above-ground part of designed structure consists of brick masonry. Floors are constructed of carrying plates. These plates are made of reinforced concrete and precast boards (prestressed concrete). Individual levels are connected with monolithic concrete staircases. The thesis also deals with relevant drawing documentations for chosen parts of construction.
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Nosná konstrukce jízdárny / Load carring structure of a riding hallKubíček, Michal January 2013 (has links)
Master's thesis describes the design and check of the construction of the riding hall. Here are compared two versions the steel structure riding hall. For select version is here technical report, design calculation, statement of material and design documentation. Next is prepared specialization in the field of building construction.
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Polyfunkční objekt Pardubice / Multifunctional building PardubiceDvořáková, Jana January 2013 (has links)
The Master thesis presents a design of the multifunctional building in City of Pardubice. The building has three functions: caffe house, administration and also housing. The building has four floor without basement and there is a level roof. I tis designed as a reinforced concrete frame and walls with ventilated fasade do not have a bearing function. Design of building mens the general technical requirements for the construction.
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Vícepodlažní budova / Multi-storey buildingHrycík, Martin January 2014 (has links)
Thesis deals with design of steel structure multi-storey office building. Specifically, it is the eight-storey steel structure of rectangular plan with dimensions of 15.4 x 54.4 m and a height of 29.2 meters. The structure is designed for the site Brno. Static calculation is solved by a combination of manual calculation and calculation using software Scia. It is designed structural arrangement, static action, load analysis, calculation of internal forces, the design of dimensions and connections solutions. Thesis includes drawing documentation. The structure is designed in a variant with a frame joints and in variant with articulated joints. Variant with articulated joints is further processed.
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Závislost ceny a lhůty výstavby vybraného stavebního objektu na použité technologii / Dependence of a price and a building period of selected construction on the technologyJandová, Renáta January 2015 (has links)
The thesis focuses on the dependence of price and building period of selected construction on the technology of the certain object. Three different technologies are being compared regarding the supporting structure of the bridge. The first two technologies consider girder prefabs and the third technology involves a monolithic support plate. The technological method no. 1 is implemented through assembling of the girders via conveyor line with the assistance of mobile cranes; the method no. 2, on the other hand, implies the whole assembly from below the bridge also using mobile cranes. The method no. 3 is monolithic – the wooden basis is covered with concrete layer. The dependence of construction time and price is carried out by the comparison of methodologies through budgets, schedules, multi-criteria ratings and economic ratings.
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Sportovní hala v Prostějově / The Sport Hall in ProstějovHouška, Daniel January 2015 (has links)
The goal of the submitted thesis is a design and assessment of a steel load-bearing structure of a multipurpose sports hall situated in Prostějov. The floor plan measurements of the object are 38x54 m with the maximum ceiling height of 9,5 m. Final design variant was chosen on the basis of two preliminary drafts, both processed according to standard ČSN EN. The structure is designed with respect to ultimate and serviceability limit states. The construction consists of 10 cross-links spaced by 6,0 m. The spatial rigidity of the structure’s main load-bearing system is provided by spatial elliptic trussed girders, longitudinal and sway bracings. Roof cladding is carried by purlins placed on trusses. Steel columns are designed as a part of gable walls. The project was carried out in Scia Engineer 2014 software. Some particular elements were subsequently assessed by means of manual calculation. The thesis also includes assessment of joints, construction details and drawing documentation.
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Nádražní hala / Railway stationHodonský, Petr January 2015 (has links)
The content of the diploma thesis is design and assessment of railway station steel structure. It is a two-nave building with a length of 198m. The bigger nave span is 40m and it is 14m high. The smaller nave is 11m high and its span is 25m. The total width of the structure is 65 meters. The main construction material is S355JR steel. The supporting structure of the hall is formed by a curved planar trusses with axial distance of 6 meters. The transverse direction also consists of column that bears two main trusses. The static analysis of the main bearing parts of the structure, including joints and details is processed. The calculation were made in accordance with the Czech technical norms CSN EN.
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Výstavní pavilon / Exhibition pavilionŘeháček, Jakub January 2015 (has links)
The thesis deals with the design and review of the supporting structure of the exhibition pavilion in the suburb of Brno. The design is shaped dome built over the octagonal floor plan with eight lateral niches. The pavilion is 30m wide and 8 meters tall.
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Pavilon botanické zahrady v Brně / The Botanical Pavillion in BrnoRusoňová, Nikola January 2015 (has links)
Master´s thesis describes the design and check of the construction of botanical pavillion in Brno. The structure has an elliptical ground plan with dimensions 34 x 20 m, height of 9 m. The supporting structure consists of 16 support curved ribs which are braced at the top of the elliptical steel ring. Between the ribs are inserted purlins which support the perimeter cladding. The supporting structure is designed as an alternative system as girders of glued laminated timber and as system of steel truss girders.
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Letištní hala / Airport HallKulichová, Jana January 2015 (has links)
The construction of the concourse is designed from steel.Construction was designed in 2 variants.The construction of the hall is radially curved in plan view with a circular sector on the longitudinal side.Roof structure consists of eight trusses at an axial distance of 9 m.Tracks are arched truss designed as a parallel.Trusses are designed to span 40m.Maximum ground clearance hall at the top is 14 meters.Letištní hala byla řešena v programu Scia Engineer 2014 a součástí je i výkresová dokumentace.
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