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Low energy building
Tománek, Ladislav ; Kalánek, Jiří (referee) ; Brzoň, Roman (advisor)
The subject of the diploma thesis is the design documentation for the construction of low-energy building. This is a hotel komplex, which is located in the city of Brno-Bohunice. The hotel has four floors, no basement and a warm flat roof. On the ground floor there is a hotel restaurant with facilities for employees, main hall, social facilities, wellness and technical facilities. The part of first floor consists of conference halls and a gym. In other parts of hotel are designed 47 guest rooms. Two guest rooms are for people with reduced mobility. The accommodation capacity of the hotel is 82 people. There are uncovered parking spaces for cars and one bus, tennis courts and a hotel garden on the plot. The structural system is combined with reinforced concrete columns and brick blocks. Horizontal structures are designed as cast-in-place reinforced concrete floor. The construction is based on foundation pad and strip foundation. The external wall is built from hollow clay blocks and insulated with external thermal insulation composite systém. The diploma thesis is processed to the extent of design documentation for construction.
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Reinforced concrete slab supported on columns
Horský, Jan ; Perla, Jan (referee) ; Požár, Michal (advisor)
The Bachelor thesis is aimed at calculating internal forces and assessing the reinforced concrete point-supported slab of the 1st floor of the department store. The moment coefficient method and the software method of the finite element method in the SCIA Engineer were selected for the calculation. The thesis also includes the design and assessment of the column and the foundation pad.
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Apartment house
Strejček, Michal ; Skřek, Daniel (referee) ; Donaťáková, Dagmar (advisor)
The subject of this bachelor's thesis is the creation of design documentation for the construction of an apartment building. The building is located on a slightly sloping plot. The apartment building is designed as a stepped house with terraces and retreating stories. It has two floors and a basement, which is partly underground and part protrudes above the ground. There is a garage compound with four parking spaces In the basement. On the first floor there are 2 apartments with a layout of 3 rooms + a kitchenette. On the second floor there are 2 apartments with a layout of 2 rooms + a kitchenette. A walled structural system is being used. The external masonry in the basement is made out of permanent formwork from concrete blocks. The external masonry of the above-ground floors is made of Porotherm ceramic masonry and is insulated with external thermal insulation composite system (ETICS). The internal masonry is made of Porotherm ceramic masonry units. The structure is based on strips foundation and is roofed by a warm flat roof. The horizontal structures are made of prestressed concrete Spiroll panels and monolithic reinforced concrete slabs.
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Multifunctional house in Uherské Hradiště
Kopecká, Lucie ; Šuhajdová, Eva (referee) ; Šuhajda, Karel (advisor)
The object of this master’s thesis is a newly-built mixed-use building in the town of Uherské Hradiště. It includes parking and office spaces, retail shops, and a coffee shop. The building is situated in a mildly sloping terrain near the town centre. It is a three-storey detached building with partial basement. The floor plan was created by joining several different-sized rectangles together. The mixed-use building is based on foundation pads and slabs. It is roofed with a warm flat roof and, above the first floor, with a green roof. The building consists of a cast-in-place reinforced concrete frame with columns and beams. The floor structure is composed of prestressed hollow core slabs. The external wall of the above-ground floors is made of hollow clay blocks and the basement external wall is made of permanent formwork. The wall of the lift shaft is built from reinforced concrete and the staircase is composed of precast reinforced concrete slabs. The external walls are insulated with contact thermal insulation system and in some parts there is timber cladding – ventilated façade with thermal insulation from glass wool. The thermal insulation of the basement and of the plinth is made of extruded polystyrene. The object is divided into several functional zones. On the ground floor there is a coffee shop, a copy shop, a stationery shop, and a bakery. On the first and second floors there are office spaces. In the basement there are technical facilities only. The main entrance of the object is from the northwest part of the plot. There the entrance to the car park is also located, situated to the northwest and southwest side of the plot. Bicycle stands and a place for recycling is also located there. Around the object there is a pavement from which there is wheelchair access to all of the functional zones.
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Reinforced concrete structure warehouse
Vašina, Michal ; Strnad, Jiří (referee) ; Šulák, Pavel (advisor)
Bachelor´s thesis deals with structural design and assessment of most loaded parts of cast-in-place concrete frame warehouse structure. Selected parts of structure are floor structures above first storey, more precisely joist slab and primary beam, which is part of inner main frame, also inner column and foundation pad under the designed column. Structural analysis was provided by computational software IDEA StatiCa, eventual results check is done by simplified hand calculation. Last part of thesis is formwork drawing designed parts of structure and reinforcement drawing of selected elements. The structure was assessed according to the ultimate limit states (ULS) and seviceability limit states (SLS). Assessment was provided according to valid standards.
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Precast concrete frame construction
Košík, Ondřej ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
The aim of the final thesis is to design and structural design report of selected elements of prefabricated storage hall. Processing of foundation drawing, element composition and for each designed element formwork drawing and reinforcement. It is a single-storey hall, where the main structural system consists of a transversal frame columns and prestressed girder. In this final thesis I designed and structural assessed prestressed girder, reinforced concrete purlin, roof bracing, column, grade beam and foundation pad. The calculation software Scia Engineer is used to calculate the effects of internal forces. The results are compared using a simplified method. The design and structural assessment are made according to valide standards. The designed construction complies with the limit state of ultimate and serviceability.
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Reinforced concrete structure
Hubačková, Pavlína ; Jeneš, Rostislav (referee) ; Šulák, Pavel (advisor)
My bachelor thesis focuses on the design of selected parts of monolithic reinforced concrete structures of a department store. Elements for design are locally supported ceiling sab, column and foundation pad. The calculation of internal forces was performed in a computational program SCIA Engineer 17. The Results of the software are compared with the result of the simplified manual method. The settlement of foundation was performer in program GEO 5. A graphical documentation of selected elements is also a part of the thesis. The construction is designed and assessed according to ČSN EN 1992 - 1 - 1.
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Reinforced concrete flat
Marčanová, Martina ; Švaříčková, Ivana (referee) ; Požár, Michal (advisor)
The aim of the bachelor thesis is to design selected structures of the multi-storey department store. The supporting structure is a cast in place reinforced concrete frame. A reinforced concrete flat above the lowest floors, an inner column, a foundation pad and a prefabricated reinforced concrete staircase were selected for the work.
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Static reconstruction of the baroque wine cellar
Kešiar, Szabolcs ; Bažant,, Zdeněk (referee) ; Strnad, Jiří (advisor)
The diploma thesis is focused on the design of structural support and construction modifications of a baroque wine cellar, which is part of a double-storeyed house. The first part deals with the statical analysis and structural support of a masonry barrel vault, which was loaded with a new building. The second part deals with the reconstruction of the double-storeyed object, which is in a state of disrepair with heavily developed cracks. The thesis contains a technical report, analysis of statics, drawing documentation and the work progress. The calculation of internal forces were executed by the software Scia Engineer 2017. The drawing documentation contains a formwork and reinforcement drawing, maping of cracks, leading of tensions in the walls and vault including of floor plans, sections and elevations, production plans of base plates and deviators, reinforcement drawing of concrete bond beam and finally the construction process of upper construction.
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Reinforced concrete frame structure of multi-storey administrative building
Zdražilová, Pavlína ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
This diploma thesis deals with design and assessment of selected parts of the reinforced concrete frame of multi-storey administrative building according to the ultimate and serviceability limit state. The aim of this thesis was to design and assess the reinforced concrete structure of a slab above the first floor, one column, a foundation pad and a staircase. In addition to the static calculation, drawing documentation is included. Internal forces were obtained from the 3D model created in computational software Scia Engineer 16.1.
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