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Cast-in-place basement of cottage in Kronfelzov
Renczes, Gábor ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
This thesis deals with the design and assessment of all supporting parts of a cast-in-place basement of a cottage in the town Kronfelzov. The thesis includes a technical report, static analysis, drawing documentations and visualizations. The calculation of the internal forces was performed by the software Scia Engineer. The drawing documentation consist of a shape and reinforcement drawings of the supporting parts.
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Design of strengthening of the concrete structure from 1928
Bažantová, Lenka ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
The bachelor’s thesis is focused on assessment of the existing construction four-storey building. The supporting system consists of cast-in-place concrete frame. The aim of this work is to assess the support structure for the expected loading of the resulting change in use of buildings for residential or commercial purposes. The subjects of assesment are columns, beams, girders and floor slab. In another part of work is suggested by reinforcement of non-conforming elements. The work includes the development of stroctural analysis and reinforcement drawings of reconstructed elements.
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Static solution of bearing RC structure family villa
Neužil, David ; Kostiha, Vojtěch (referee) ; Švaříčková, Ivana (advisor)
Master thesis describes design of reinforced concrete structure for family villa. Building is situated to the slope. Only chosen parts of concrete structure was designed and checked for ultimate limit state. Building consist of basemen and two floors. Part of second floor is cantilevered. Cantilevered part was designed according to vertical deflection. Building foundation consist of waterproof slabs. Walls in contact with soil are considered as waterproof, as well.
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The building, Přístavní street, Praha 7
Degr, Luboš ; Sedlák, Radek (referee) ; Beneš, Petr (advisor)
The subject of this Diploma Thesis is newly built polyfunctional building in the Prague – Holešovice. Building land is slightly sloping. The building will be followed by the surrounding buildings. The building consists of seven floors. The floor underground technical spaces and collective garages. On the ground floor are two commercial spaces and reception. In the second to fifth floor are office space. The top floor is a penthouse with terraces. The building is designed as a monolithic reinforced concrete skeleton accompanied by a facade wall and the wall forming the core. The core consists of a elevator and a staircase. Floor slabs is continuous reinforced concrete slab with capitals. The façade of the building is divided by pilasters, stone cladding. Root at the penthouse is composed of a terrace with vegetation. Ground floor consists of shop windows with sun screens. All designs are in accordance to the valid ČSN code.
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Structure of the multi-storey of reinforced concrete building
Lochman, Ondřej ; Toušek, Michal (referee) ; Šulák, Pavel (advisor)
The Master´s thesis subject is a design and an estimation of the load-bearing structure of a multi-storeyed building. The structure has a miscellaneous ground-plan shape consisting of three rectangular tracts and it is placed in the building basement under the ground level. The load-bearing structure involves walls and a floor slab which rises up vertically closer to the ground level in the central tract. Among further components being solved belong stairs, basement slab and beam. The load-bearing structure is solved monolithically as steel concrete component.
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Design of Load Bearing Concrete Structure
Klodner, Jan ; Vácha, Jaroslav (referee) ; Štěpánek, Petr (advisor)
This thesis is focusing on general issues of floor concrete slabs, technology, implementation, subsoil models, calculation of internal forces and design approaches. Based on these data the thesis monitors the behaviour of floor slabs according to the various parameters. It also includes three versions of design of the real floor slab, made of steel fibre reinforced concrete, reinforced concrete and prestressed concrete. Economic comparison is also included. In addition it developes a design of the chalice base and reinforced concrete column of the supporting hall system, instead of the original usual base with steel column.
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Design of Monolithic RC Structure
Kuchař, Martin ; Zlámal, Martin (referee) ; Švaříčková, Ivana (advisor)
The bachelor’s thesis describes the design of the load-bearing part of the reinforced monolithic frame concrete structure of the home for the elderly. The subject of assessment are the typical elements of the load-bearing skeleton in the 1st floor: frame rung PS, beam T5, column SR3a and the ceiling plate above the first floor. The assessment is made for ultimate limit states, moreover for frame rung PS the deflection control is provided, too.
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Reinforced concrete frame construction
Duda, Tomáš ; Strnad,, Jiří (referee) ; Koláček, Jan (advisor)
The bachelor’s thesis describes the design and assessment of the load-bearing part of the reinforced concrete structure of the department store – the frame. Respectively design and assessment of individual structural elements of the this frame at ultimate limit states. This is a rung frame R1, column S1, footings P1 and floor plate D1 above the first floor of this building.
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