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Construction technology project of polyfunctional building in Brno
Hrabovský, Tomáš ; Nečasová, Barbora (referee) ; Diaz, Yvetta (advisor)
This thesis deals with construction technology project of polyfunctional building on the Štefánikova street in Brno. Building has five overground floors and basement. In relation to the construction technology project it deals with chronological and financial plan, a suggestion of main construction machinery and mechanisms, materiál resources and transport routes, the project of the construcion zone equipment, technological plan and inspection and test plan for monolithic constructions and schedule of work.
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Restaurant with Microbrewery in Golčův Jeníkov
Wernerová, Lucie ; Soudek, Pavel (referee) ; Kalousek, Lubor (advisor)
The project involves the design and solution of restaurant with microbrewery and accommodations. This is a new building on the land plot no. 2739, which is located in Golčův Jeníkov and situated in the middle of plat. Entrance to object and disposition inside the building is has barrier-free solution. Restaurant with microbrewery is designed for a capacity of 120 people in restaurant and 30 places to sit in lounge bar. Total capacity of boarding house is 21 beds. One double room is designed has barrier-free solution. Structural system of restaurant with microbrewery is combined, which is formed in one part of precast concrete frame S 1.2 and in other part of wall structural system. They are designed reinforced concrete columns about dimensions 0,4x0,4 m with axial distance 6x8 m. Masonry part of the building and infill wall in above-ground floors is lined with ceramic blocks of the type therm. Infill wall in the basement is formed of permanent formwork. The building is insulated a contact thermal insulation with an insulation of thickness 130 mm. Internal loadbearing and non-load-bearing wall in basement and in first floor are lined with ceramic blocks type therm and in second floor they are designed plasterboard partitions. The building is covered with a warm flat roof. Loadbearing structure of roof and ceilings structure are formed prestressed concrete floor slabs SPIROLL. Floor assembly is burdened with river stones of thickness 120 mm.
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Upgrading of Uničov Railway Station
Šafář, Zdeněk ; Vacek, Josef (referee) ; Svoboda, Richard (advisor)
This thesis focuses on the reconstruction design of Uničov railway station. The aim was to create a solution which would satisfy both traffic and passenger requirements. The design puts an emphasis on a compliance with applicable laws and standards, simplicity and usefulness. New constructions were designed for maximum safety. Railway station accessibility for disabled persons played an important role in the design. In comparison with the original state, the permissible line speed was increased and new platforms and drainage system were designed.
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Static solution of monolithic reinforced concrete structure
Tošenovjan, Marek ; Šulák, Pavel (referee) ; Zlámal, Martin (advisor)
The diploma thesis describes structural design of selected elements of monolitic reinforced concrete seven-storey building. Structure is designed as a combined reinforced concrete frame with shear walls and core. The main point of structural analysis is design of locally supported RC slab above the 2ND basement floor, column on the 2ND basement floor, piles and analysis of foundation of building and its influence of support stiffness on connected load-bearing structures.
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Footbridge
Černoch, Jakub ; Barnat, Jan (referee) ; Sýkora, Karel (advisor)
Master´s thesis deals with design and complex static assessment of steel and timber cable stayed footbridge structural system over the water area. The footbridge is situated into the area of Podyjí National Park near the city of Hnanice. Footbridge span is being used as 52 metres. The structure is formed by flat arched main beams, floor beams, crossbeams, under-deck bracing, pylons and rods. From two variations of footbridge, one was selected and elaborated in more details.
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Premium Student Housing in Olomouc.
Dohnálek, Ondřej ; Remeš, Josef (referee) ; Fišarová, Zuzana (advisor)
This diploma thesis deals with the processing of project documentation of student housing in the city of Olomouc. The building is located near the university dormitory accommodation of Palacky University. It is designed to complement the missing type of accommodation. Building is a L-shaped five-storey, without a basement and with a flat roof. Structural system is mostly brick, only part of first floor is solved by columns. The building is divided into three building complexes. Two wings for the accommodation have 4 floors. The connector block has five floors, where the 5th floor is only the engine room. Foundation structures are concrete strips and foundation pads. South side of the building is protected from the sun by sunscreens, on which in a future could be installed photovoltaics. The building is divided into three parts in terms of functionality. 1.NP consists of commercial premises in the southern block and private rooms for accommodated in the eastern block. 2nd-4th floor forms spaces designed to accommodate students. Accommodation capacity is 105 people.
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Steel foot-bridge
Pauer, Jan ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The diploma thesis describes the design and assessment of steel footbridge for pedestrians and cyclists across the river Svratka in Brno. As the main material of structural elements was used steel S355. In the beginning is deal with two variants of structural system, which are compared with each other and the better variant is chosen. The main structural system of chosen variant consist of two parabolic arches bend down to each other on which is suspended by suspenders intermediate deck. The deck consist of two steel beams with floor beams and composite cencrete slab. The span length is 50 m.
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Reconstruction of the Přízřenice weir at the Svratka river
Trněný, Michal ; Roth, Tomáš (referee) ; Julínek, Tomáš (advisor)
The Diploma Thesis deals with the design of rekonstruction of the controlled weir ´´Prizrenice“ on the river Svratka to a new gate weir structure. The first part focuses on teoretical intro and the processing of data on the area of interest and the selection of appropriate design solution for the reconstruction of the weir, where there are described several types of movable gate. As a part of sollution, there will be design of small hydro power station. At the end of this part the current condition of the buildings and the channel of the Svratka river in the area of interest is evaluated. In the second part, the Thesis deals with the design of the gate weir structure and its subsequent assessment. At first, the solid substructure and the height of the gate is designed and assessed. Subsequently, the stilling basin is designed and in conclusion, the overall stability of the designed structure is assessed.
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Mixed-use building in Brno
Kopecký, Lukáš ; Mizerová,, Lenka (referee) ; Smolka, Radim (advisor)
This thesis describes the design and processing of project documentation multifunctional house. The multifunctional building is located in the central part of the city of Brno, in the district of Štýřice. This is a five-storey, basementless building with a flat roof on two levels. The building is based on foundations made of plain concrete. Supporting, peripheral and partition walls are designed from ceramic blocks POROTHERM. Ceiling construction is designed to be assembled of ceramic ceiling fittings MIAKO stored on POT beams. External walls of all floors are insulated using an external ETICS with thermal insulation made of mineral wool, which is replaced by XPS polystyrene used for plinth. Part of the facade is designed as ventilated, consisting of trusses of wood and sheathed by cladding panels CEMBRIT METRO. This architecturally divide the building into separate units. The building includes parts of the administrative, residential parts and parts for business purposes. On the first floor there are areas of common storage area of the apartment house, the main utility room, utility room. Furthermore, there is an administrative part, where are the reception facilities for reception, sanitary facilities for employees and office work. Part of the first floor is also a small shop with warehouse and facilities for employees. The second floor is a residential unit and the second part of the administrative unit. Third to the fifth floor is only residential and there are 6 residential units. All floors are connected by staircase and a wheelchair lift. In front of the building is designed parking lot for 20 cars. One of the parking space is wheelchair accessible.
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fire station
Peňáz, Lubomír ; Mátl,, Miroslav (referee) ; Moudrý, Ivan (advisor)
The content of this thesis is the design layout and construction of the building of new fire station in South Moravian Region. It is an object split into two interconnected parts: administrative - two-storey, basementless garage for trucks - single-storey, basementless The object is used to perform the services of eight firefighters per shift and one full-time worker. Architecture was chosen so that the object is functionally meet the requirements of firefighters on duty at both organizational (work on PS) and at the operational (exit) procedure. The building is covered with a flat roof, attic walled building on the peripheral wall with white facade and symbols accentuating the purpose of the building. The inner workings of the object are designed to meet the performance demands of service 24ti - hour shifts. The building is brick, based on the footings and load distribution base. The roof structure is made of reinforced concrete load-bearing concrete slab with heat-waterproofing layers classical arrangement of layers. The building is insulated ETICS. This - the operational part is located on the 1st and 2nd floor of the south-western part of the building, single-storey garage built for trucks in the northeastern part.
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