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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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Precast load-bearing reinforced concrete structure
Lyčka, Lukáš ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
The aim of this thesis is to design main parts of the construction for concrete sports hall made from prefabricated elements. Designed elements are T-shaped prestressed roof truss, columns, slabs and continuous girders. This thesis contains engineering report, calculations and drawings of the designed parts.
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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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Prefabricated reinforced concrete hall
Jakubcová, Hana ; Hrubý, Tomáš (referee) ; Požár, Michal (advisor)
The main work of the diploma thesis is a draft and a static judgement of chosen horizontal and vertical parts of prefab hall with a crane runway. The chosen parts are the girder, the column, the bracing, the foundation beam, and the foundation pad. The model for gathering of intern forces is made by the program SCIA Engineer 18.1 with the use of a bar 3D model of the whole project. The parts were judged on the ultimate limit state. The prestressed girder was judged on the ultimate limit state and the serviceability limit state.
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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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Assessment and the strengthening of the truss concrete roof structure
Rulíšek, Jakub ; Svoboda, Adam (referee) ; Klusáček, Ladislav (advisor)
My bachelor thesis is focused on the retrospective design and assessment of lattice prestressed trusses that serve as the roof structure of the hall building of the public transport depot in Brno in Medlánky. The aim of this thesis is to assess the structure according to currently valid standards, to determine the influence of potentially poor condition of the prestressing reinforcement on the stability of the structure and to design additional prestressing to ensure the safety of the truss.
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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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Assessment and the strengthening of the truss concrete roof structure
Rulíšek, Jakub ; Svoboda, Adam (referee) ; Klusáček, Ladislav (advisor)
My bachelor thesis is focused on the retrospective design and assessment of lattice prestressed trusses that serve as the roof structure of the hall building of the public transport depot in Brno in Medlánky. The aim of this thesis is to assess the structure according to currently valid standards, to determine the influence of potentially poor condition of the prestressing reinforcement on the stability of the structure and to design additional prestressing to ensure the safety of the truss.
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