|
|
The roof structure of a storage area
Kuběna, Kamil ; Sýkora, Karel (referee) ; Puchner, Josef (advisor)
My task was to design and consider the carrier of steel structures for roof storage area in Brno, so that the structure meet all the requirements for buildings and fulfill its function. Roofing, with grand-plan dimensions 50 x 20 m clear height of 4,5 m. Cross sections of the main elements were proposed and considered and also selected joints and details of the structure. Assigned drawings are included in attachments of the thesis.
|
|
|
Exhibition Pavilion
Očadlík, Martin ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
The aim of the final thesis was to design and check the steel loadbearing structure of the exhibition pavilon. The basis for the structural design was a specified building layout. The assessment of the structure was made according to valid czech and european standards, including the system of "Eurocodes". Construction is situated in Zlin. The rectangular plan of the building is 45,0 m wide and 48,0 m long. The peripheral field of the roof is flat, while the central field is designed as a barrel roof. Main truss was designed with 6,0 m centre to centre distance. Structural design of the main loadbearing elements was made by the Dlubal RFEM v.5.07 software. Selected structure elements, including joints and column anchors were verified manualy.
|
|
|
Gas station roof structure
Očadlík, Martin ; Šmak, Milan (referee) ; Bajer, Miroslav (advisor)
My task was to propose and consider steel structure roof of gas station. Dimensions of construction were determined based on transport service of the 8 supply points. Construction is situated in Zlin. Static calculation of the main bearing elements was made with Dlubal RFEM v.5.03 software. Selected structure elements including joints and column anchors were verified manualy.
|
|
|
The Roofing of Terraces of a Stadium
Bartoň, Radek ; Sýkora, Karel (referee) ; Puchner, Josef (advisor)
My task was to propose and consider steel structure of roofing of a terraces on an athletic stadium. Terraces, with the ground-plan dimensions 12,0 x 80,0 m, are designed as a reinforced concrete structure and its structural analysis is not included in this thesis. Construction is situated in area of Rožnov pod Radhoštěm, which meant, It had to be accounted with considerable variable loads (wind, snow), which is associated with enlargement of a cross-sections. Cross sections of the main elements were proposed and considered and also selected joints and details of the structure. Assigned drawings are included in attachments of the thesis.
|
|
|
Apartment house with massage therapy in Vyškov
Vavřínek, Dominik ; Vlach, František (referee) ; Štěpánek, Ladislav (advisor)
The subject of this bachelor thesis is the design of an apartment house with massage therapy in Vyškov. The building has an atypical shape, partial basement and flat roof. The apartment consists of five above-ground floors and basement. In the basement there are a storage rooms, a bicycle room, a laundry room, a gym and a boiler room. On the ground floor there is one apartment, which is designed for people with reduced mobility and movement, as well as the massage therapy centre, which is separated from the housing part and has its own entrance. There is a total of 8 dwelling units from the second to fifth floor. Dwelling units on the fifth floor have a terrace. The main, as well as secondary entrance is situated from the north side of the building on the street of U Modrého. Parking lots for a total of 14 cars is situated on the eastern side. The apartment building is designed from a single masonry system with contact insulation. Both vertical and horizontal load-bearing system is made of Porotherm ceramic pieces. During processing, emphasis was placed on layout solutions, architectural appearance, statics requirements and safety of use.
|
|
|
Apartment house with massage therapy in Vyškov
Vavřínek, Dominik ; Vlach, František (referee) ; Štěpánek, Ladislav (advisor)
The subject of this bachelor thesis is the design of an apartment house with massage therapy in Vyškov. The building has an atypical shape, partial basement and flat roof. The apartment consists of five above-ground floors and basement. In the basement there are a storage rooms, a bicycle room, a laundry room, a gym and a boiler room. On the ground floor there is one apartment, which is designed for people with reduced mobility and movement, as well as the massage therapy centre, which is separated from the housing part and has its own entrance. There is a total of 8 dwelling units from the second to fifth floor. Dwelling units on the fifth floor have a terrace. The main, as well as secondary entrance is situated from the north side of the building on the street of U Modrého. Parking lots for a total of 14 cars is situated on the eastern side. The apartment building is designed from a single masonry system with contact insulation. Both vertical and horizontal load-bearing system is made of Porotherm ceramic pieces. During processing, emphasis was placed on layout solutions, architectural appearance, statics requirements and safety of use.
|
|
|
Exhibition Pavilion
Očadlík, Martin ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
The aim of the final thesis was to design and check the steel loadbearing structure of the exhibition pavilon. The basis for the structural design was a specified building layout. The assessment of the structure was made according to valid czech and european standards, including the system of "Eurocodes". Construction is situated in Zlin. The rectangular plan of the building is 45,0 m wide and 48,0 m long. The peripheral field of the roof is flat, while the central field is designed as a barrel roof. Main truss was designed with 6,0 m centre to centre distance. Structural design of the main loadbearing elements was made by the Dlubal RFEM v.5.07 software. Selected structure elements, including joints and column anchors were verified manualy.
|
|
|
Gas station roof structure
Očadlík, Martin ; Šmak, Milan (referee) ; Bajer, Miroslav (advisor)
My task was to propose and consider steel structure roof of gas station. Dimensions of construction were determined based on transport service of the 8 supply points. Construction is situated in Zlin. Static calculation of the main bearing elements was made with Dlubal RFEM v.5.03 software. Selected structure elements including joints and column anchors were verified manualy.
|
|
|
The roof structure of a storage area
Kuběna, Kamil ; Sýkora, Karel (referee) ; Puchner, Josef (advisor)
My task was to design and consider the carrier of steel structures for roof storage area in Brno, so that the structure meet all the requirements for buildings and fulfill its function. Roofing, with grand-plan dimensions 50 x 20 m clear height of 4,5 m. Cross sections of the main elements were proposed and considered and also selected joints and details of the structure. Assigned drawings are included in attachments of the thesis.
|
|
|
The Roofing of Terraces of a Stadium
Bartoň, Radek ; Sýkora, Karel (referee) ; Puchner, Josef (advisor)
My task was to propose and consider steel structure of roofing of a terraces on an athletic stadium. Terraces, with the ground-plan dimensions 12,0 x 80,0 m, are designed as a reinforced concrete structure and its structural analysis is not included in this thesis. Construction is situated in area of Rožnov pod Radhoštěm, which meant, It had to be accounted with considerable variable loads (wind, snow), which is associated with enlargement of a cross-sections. Cross sections of the main elements were proposed and considered and also selected joints and details of the structure. Assigned drawings are included in attachments of the thesis.
|
guest ::
