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Auto show
Václavík, Marek ; Moravcová, Eva (referee) ; Matějka, Libor (advisor)
This thesis covers brand new detached showroom with one basement and two floors. The building is divided into 2 parts, the major part of the first floor sample room (showroom) for a maximum of 13 vehicles, offices and staff facilities salon. On the second floor is located the finance department and exemplary service area. In the basement of this building are public parking garage for 16 vehicles and car accessories stores. The second part of the new building is just overhead. It consists of a private car service for 5 vehicles, stock tires, utility room, car wash and storage of spare parts for cars. Flat roof supporting structure is made of pre-stressed girders reinforced with cross reinforced concrete slab with insulation. Cladding are ventilated insulated facade, supporting part is reinforced. The showroom form the majority of the building envelope glass facade. Finish of floors in office and showroom premises are ceramic tiles. In the Service and garages cast floor resistant to petroleum substances.
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Prefabricated construction od car-showroom
Wolf, Jiří ; Švaříčková, Ivana (referee) ; Zlámal, Martin (advisor)
Aim of the final thesis is to create loadbearing prefabricated structure of building, which serve like office building and area for car-showroom, and creating static assessment of main supporting parts. For those parts will make drawing documentation of reinforcement and shapes. Computational 3D model for evaluation of internal forces is realized in Dlubal RFEM 5.07 software. For better check and comparison were create 2D spatial bar models of selected frames.
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Apartment hotel
Prívara, Marek ; Mátl, Miroslav (referee) ; Hlaváček, Pavel (advisor)
The subject of this thesis was to develop project documentation for building construction. It is a new four-storey house with restaurant, situated on the outskirts of the village Bridges at Jablunkova. The building is brick, has a two-level gable and shed roof, consisting of wood roof system. Slope of the parcel on which the house is located, allows the building of the plant into the ground. Because of this it is possible to enter it, either the main entrance to the first floor or building around and over the summer terrace come directly to the restaurant on the second floor. Above it are two more floors for hotel guests only, a total of 10 accommodation units with its own bathroom.
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Design of concrete structure of industrial hall
Richtr, Jan ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
The master's thesis deals with the design of a single-nave reinforced concrete prefabricated hall with a crane runway. The focus of the design and assessment is on the elements of the main transverse frame. The saddle girder, along with the columns, is assessed for the ultimate limit state (ULS) and the serviceability limit state (SLS). Another part of the design addresses the proposal of the reinforced concrete cladding made of panels. The panels are designed for the ULS under exceptional loading conditions. The master's thesis also explores the possibility of additional column prestressing with post-tensioning reinforcement and the potential installation of a crane with higher load capacity in the hall.
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Precast concrete frame building of shopping centre
Břeňová, Marie ; Šimůnek, Petr (referee) ; Laníková, Ivana (advisor)
The diploma thesis is focused on the design and review of selected load-bearing elements of the precast hall. Girder is dimensioned in two variants: reinforced and prestressed concrete. Design and assessment of prestressed girder was carried out using the simplified method and the IDEA statica. Column and footing was also dimensioned. All calculations are done in accordance with Eurocode 2.
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Railway arch concrete bridge
Škrabal, Jan ; Zlatuška, Karel (referee) ; Koláček, Jan (advisor)
The subject of this diploma thesis is the structural design of a railway bridge over river Dyje based on materials given by my supervisor. The tied arch bridge with prestressed concrete girder is chosen for the structural check. The structural assesment is focused on prestressed concrete girder and basic calculations are made to check steel arch and hangers as well. Eigenvalue analysis provides dynamic properties of this structure. Appendices contain Structural design report, drawings including Construction stages scheme and visualization. For structural analysis Midas Civil software was used. Other used softwares for visualization, and outputs etc are: Lumion12, IdeaStatica, Microsoft excel and Autocad
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Design of the supporting structure of the gym
Červená, Adéla ; Chalivopulos, Paris (referee) ; Zich, Miloš (advisor)
This master's thesis is focused on a static solution of the load-bearing structure of the gym. The main element is a prestressed roof girder. The calculation of internal forces is done manually and using SCIA Engineer software. Reinforcement is designed according to the magnitude of the internal forces. The individual elements of the gym are assessed for the ultimate limit state and the serviceability limit state. Parts of the thesis are drawing of structure, formwork drawing and reinforcement drawing of prefabricated elements.
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Design of prefabricated concrete hall
Cibičková, Viktória ; Chalivopulos, Paris (referee) ; Zich, Miloš (advisor)
The diploma thesis is focused on the design and assessment of a precast concrete hall. The first part of the work deals with the selection of a suitable layout solution from several proposed variants and a description of the technical solution of the object. After the load calculation, which corresponds to the nature of the building's use and climatic conditions, is followed by an assessment of selected elements of the structure, such as a typical purlin, girder, columns and foundation structures. The static assessment was determined through computational models and was accompanied by a manual simplified calculation check. The next part is devoted to creating a study of the structure's behavior. In the study, the design of several versions of the steel bracing system of the object was evaluated. The task was to choose the most suitable variant. Another goal of the study was the evaluation of the results of the global model from the nonlinear assessment through the software, as well as the evaluation of the results of the deformation caused by entering flexible supports into the computer software. In the last part, the proposed structure is demonstrated through assembly drawings, drawings of the shape and reinforcement of selected elements, drawings of assembly details, bearings and forgings. Visualizations of the object are part of the drawing documentation.
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Railway arch concrete bridge
Škrabal, Jan ; Zlatuška, Karel (referee) ; Koláček, Jan (advisor)
The subject of this diploma thesis is the structural design of a railway bridge over river Dyje based on materials given by my supervisor. The tied arch bridge with prestressed concrete girder is chosen for the structural check. The structural assesment is focused on prestressed concrete girder and basic calculations are made to check steel arch and hangers as well. Eigenvalue analysis provides dynamic properties of this structure. Appendices contain Structural design report, drawings including Construction stages scheme and visualization. For structural analysis Midas Civil software was used. Other used softwares for visualization, and outputs etc are: Lumion12, IdeaStatica, Microsoft excel and Autocad
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