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Apartment building
Thomajer, Viktor ; Brabec, Roman (referee) ; Brukner, Bohuslav (advisor)
The main task of bachelor’s thesis was to design an apartment building and to create the project design documentation in accordence with the law in Czech Republic. My object is an four-storey apartment building in Hradec Králové (Czech Republic). The building is consisting of one underground floor with the parking for residents and another 3 floors above the ground with the 25 apartments. Construction system of underground floor combine the elements of inner concrete columns and external walls on the foundation slab made of watertight reinforced concrete. This kind of foundation is called „white tank“ and except of load-bearing function fully provides the waterproofing solution under the ground. The rest of floors are made of ceramic blocks as the system of two-way load-bearing walls. External walls are insulated with mineral wool insulation according to ETICS. Floor slabs are designed as cast-in-place concrete structure. The roof is flat with the 2% of slope with wateproofing layer of PVC foil. All necessary utility structures are situated close to the building area and can be reach easilly. As the main source of energy for heating was designed heat exchanger system supported from hot-water sytem of city Hradec Kralové.
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Apartment building
Hamelová, Simona ; Bartošová, Andrea (referee) ; Brukner, Bohuslav (advisor)
The subject of the bachelor's thesis is the project of a detached, five-storey apartment building situated on us. May 3, in the very center of Otrokovice. The building has one underground floor with collective garages and technical facilities and four above-ground floors, where 21 residential units are designed. Shops with facilities are designed on the 1st floor. The assortment for these stores is not precisely specified. There is also a cleaning room and a shared carriage house with a bicycle shed. The apartment building is designed as a reinforced concrete monolithic skeleton with load-bearing columns and horizontal structures. The substructure is designed on piles, footings and foundation strips made of reinforced concrete. The load-bearing structure of the underground floor is a combination of a reinforced concrete inner skeleton with columns standing on the base and reinforced concrete perimeter load-bearing walls with a thickness of 300 mm. The perimeter walls on the upper floors are lined with Porotherm 30 Profi bricks on a system thin-layer mortar. The perimeter walls are insulated - a contact thermal insulation system with a thermal insulation layer of th. 120 mm. On the perimeter walls there is a reinforcing beam, stiffener. The internal staircases are designed as monolithic reinforced concrete. The translations will be porothermic or reinforced. The ceilings are monolithic reinforced concrete with a thickness of 250 mm, with girders with a cross section of 650x400 650x300 or 650x500 mm. Balcony boards are lined over ISO beams. The staircase is a reinforced concrete monolithic. Windows and exterior doors will be plastic. The roof is flat with polystyrene insulation and fatrafol roofing. The heat source for heating and hot water is an exchanger connected to the primary circuit of the Hradec Králové hot water pipeline. Connection to the required public infrastructure networks can be implemented in the immediate vicinity of the buil
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Apartment building
Hamelová, Simona ; Bartošová, Andrea (referee) ; Brukner, Bohuslav (advisor)
The subject of the bachelor's thesis is the project of a detached, five-storey apartment building situated on us. May 3, in the very center of Otrokovice. The building has one underground floor with collective garages and technical facilities and four above-ground floors, where 21 residential units are designed. Shops with facilities are designed on the 1st floor. The assortment for these stores is not precisely specified. There is also a cleaning room and a shared carriage house with a bicycle shed. The apartment building is designed as a reinforced concrete monolithic skeleton with load-bearing columns and horizontal structures. The substructure is designed on piles, footings and foundation strips made of reinforced concrete. The load-bearing structure of the underground floor is a combination of a reinforced concrete inner skeleton with columns standing on the base and reinforced concrete perimeter load-bearing walls with a thickness of 300 mm. The perimeter walls on the upper floors are lined with Porotherm 30 Profi bricks on a system thin-layer mortar. The perimeter walls are insulated - a contact thermal insulation system with a thermal insulation layer of th. 120 mm. On the perimeter walls there is a reinforcing beam, stiffener. The internal staircases are designed as monolithic reinforced concrete. The translations will be porothermic or reinforced. The ceilings are monolithic reinforced concrete with a thickness of 250 mm, with girders with a cross section of 650x400 650x300 or 650x500 mm. Balcony boards are lined over ISO beams. The staircase is a reinforced concrete monolithic. Windows and exterior doors will be plastic. The roof is flat with polystyrene insulation and fatrafol roofing. The heat source for heating and hot water is an exchanger connected to the primary circuit of the Hradec Králové hot water pipeline. Connection to the required public infrastructure networks can be implemented in the immediate vicinity of the buil
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Apartment building
Thomajer, Viktor ; Brabec, Roman (referee) ; Brukner, Bohuslav (advisor)
The main task of bachelor’s thesis was to design an apartment building and to create the project design documentation in accordence with the law in Czech Republic. My object is an four-storey apartment building in Hradec Králové (Czech Republic). The building is consisting of one underground floor with the parking for residents and another 3 floors above the ground with the 25 apartments. Construction system of underground floor combine the elements of inner concrete columns and external walls on the foundation slab made of watertight reinforced concrete. This kind of foundation is called „white tank“ and except of load-bearing function fully provides the waterproofing solution under the ground. The rest of floors are made of ceramic blocks as the system of two-way load-bearing walls. External walls are insulated with mineral wool insulation according to ETICS. Floor slabs are designed as cast-in-place concrete structure. The roof is flat with the 2% of slope with wateproofing layer of PVC foil. All necessary utility structures are situated close to the building area and can be reach easilly. As the main source of energy for heating was designed heat exchanger system supported from hot-water sytem of city Hradec Kralové.
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