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Shopping centre
Petrášová, Dominika ; Blažková, Vendula (referee) ; Daněk, Lukáš (advisor)
The focus of this diploma thesis is the elaboration of project documentation for a construction. The construction is a department store with eight residential units - a multifunctional building. The proposed building has five floors, a basement with cellars for each apartment, parking spaces for visitors of the department store, and independent mechanical parking system for residents of the building. The first floor is comprised of technical room, bicycle shed, and also a pharmacy, bakery, and florist with separate entrances. The second floor serves as a cafe with a terrace and sanitary facilities. There is also a drugstore and a clothing store. The other three floors are used for accommodation, comprising of eight apartments in total. The fifth floor consists of one apartment and a terrace for all residents. The building is designed as a reinforced concrete skeletal structure with a monolithic ceiling and stair slabs. Ceramic blocks are used as infill masonry as well as internal masonry. The roof is designed as flat walkable with concrete paving or as non-walkable with gravel, which is graded according to the floor.
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Timber structure of a mountain cottage in Stary Smokovec
Petrášová, Dominika ; Barnat, Jan (referee) ; Bukovská, Pavla (advisor)
In my bachelor thesis I elaborated a design of a load-bearing wooden skeletal structure of a mountain cottage, which is located in the village Starý Smokovec. The designed construction has a "T"- shaped floor plan and is covered with a saddle roof. The axial distance of the frames is 4 m. The floor plan dimensions of the main part are 28x16 m with a height of 15,4 m and the entrance part 12x7,5 m with a height of 13,73 m. The supporting system consists of continous columns to which bushings are connected in the transverse direction. The roof is designed as a purlin system. The transmission of horizontal loads is ensured by lattice stiffeners formed of steel rods. The wooden structure was modeled and assessed in the calculation program SCIA Engineer 19.1.
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Shopping centre
Petrášová, Dominika ; Blažková, Vendula (referee) ; Daněk, Lukáš (advisor)
The focus of this diploma thesis is the elaboration of project documentation for a construction. The construction is a department store with eight residential units - a multifunctional building. The proposed building has five floors, a basement with cellars for each apartment, parking spaces for visitors of the department store, and independent mechanical parking system for residents of the building. The first floor is comprised of technical room, bicycle shed, and also a pharmacy, bakery, and florist with separate entrances. The second floor serves as a cafe with a terrace and sanitary facilities. There is also a drugstore and a clothing store. The other three floors are used for accommodation, comprising of eight apartments in total. The fifth floor consists of one apartment and a terrace for all residents. The building is designed as a reinforced concrete skeletal structure with a monolithic ceiling and stair slabs. Ceramic blocks are used as infill masonry as well as internal masonry. The roof is designed as flat walkable with concrete paving or as non-walkable with gravel, which is graded according to the floor.
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Timber structure of a mountain cottage in Stary Smokovec
Petrášová, Dominika ; Barnat, Jan (referee) ; Bukovská, Pavla (advisor)
In my bachelor thesis I elaborated a design of a load-bearing wooden skeletal structure of a mountain cottage, which is located in the village Starý Smokovec. The designed construction has a "T"- shaped floor plan and is covered with a saddle roof. The axial distance of the frames is 4 m. The floor plan dimensions of the main part are 28x16 m with a height of 15,4 m and the entrance part 12x7,5 m with a height of 13,73 m. The supporting system consists of continous columns to which bushings are connected in the transverse direction. The roof is designed as a purlin system. The transmission of horizontal loads is ensured by lattice stiffeners formed of steel rods. The wooden structure was modeled and assessed in the calculation program SCIA Engineer 19.1.
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