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Apartment building
Urbaníková, Lea ; Surý, Tomáš (referee) ; Brukner, Bohuslav (advisor)
The subject of this bachelor thesis is to develop project documentation for the construction of a new apartment building with nearly zero energy consumption. The new building is proposed in the Ponava locality, near the center of Brno. The proposed residential building has four above-ground floors and is fully basemented. The design includes three different layouts of residential units to ensure variability and functionality for different groups of residents. The building is equipped with an elevator. The basement contains a communal garage with sixteen parking spaces and storage rooms (cellars), which are integrated with the parking spaces. Each residential unit has an allocated parking space and a storage room. In total, the residential section comprises twenty-one residential units, most of which have a terrace, loggia, or balcony. The residential building is founded on a base slab. The structural system of the building combines monolithic reinforced concrete elements. The basement consists of reinforced concrete load-bearing walls, internal columns, and reinforced concrete internal walls in the stairwell area. On the above-ground floors, within the perimeter wall of the stairwell recess, a reinforced concrete wall with continuous openings is designed. The remaining parts of the above-ground floors are composed of a skeleton structural system with reinforced concrete two-way beams and infill masonry. The ceiling structure consists of monolithic reinforced concrete slabs. The building is roofed with a single-layer flat roof with a membrane waterproofing. The facade of the building is designed with a ventilated air gap. The cladding consists of brick cladding panels mounted on an aluminium support frame.
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Apartment building
Filípková, Zuzana ; Zumr, David (referee) ; Brukner, Bohuslav (advisor)
The subject of the bachelor thesis is the design of a residential building with almost zero energy consumption in the municipality of Blansko. The building will be situated on a plot of land in the northern part of the town between the existing development of family houses on the area defined by the zoning plan as a buildable area. The building has four floors above ground and one underground floor. It is covered with a flat vegetated roof. In the basement of the apartment building and there is a collective garage and technical facilities. On the above-ground floors there are residential units with the size of 1+kk to 4+kk. Parking of cars is possible in addition to the mass garage on the parking spaces in front of the building. The main entrance to the building is located on the east side. The common areas include a vestibule, entrance hall and corridors, from which there is access to the individual residential units. All floors are connected by a staircase and a hydraulic lift. The structural system of the building is combined. It consists of perimeter load-bearing walls and an internal skeleton longitudinal system composed of columns and transoms. The horizontal structure consists of a reinforced concrete slab. The building is based on a foundation slab. The perimeter walls are contact insulated with ETICS system using basalt wool of 200mm thickness.
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Apartment building
Kužmová, Alica Viktória ; Harčáková, Klára (referee) ; Brukner, Bohuslav (advisor)
The subject of the bachelor's thesis is the new work of an apartment building in the center of Košice on Hutnícka street. The terrain of the parcel is mostly flat. The building has four aboveground floors and one underground. The project includes 19 apartment units ranging in size from 1+kk to 3+kk, each with a terrace, balcony or loggia. In the underground floor there is a complete infrastructure of the apartment building and a collective garage with 19 parking spaces. The construction system is a board frame with hidden bridgings. The perimeter structures in the basement are made of reinforced concrete, the upper floors have vertical infill structures made of ceramic blocks. The load-bearing capacity is ensured by columns and a stiffening core. Horizontal structures are made of monolithic reinforced concrete slabs. The foundations are formed by a base plate with an extension under the supporting columns. Roofing is provided by two flat vegetation roofs with extensive greenery at different height levels. The building is insulated using the ETICS system.
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Residential building
Bednár, Zdenko ; Vlach, František (referee) ; Vajkay, František (advisor)
This bachelor thesis is focused on the development of project documentation for the construction of a residential building with nearly zero energy consumption. The aim of the work was to design the building disposition with an appropriately chosen structural and material solution. The residential building is designed on a plot of land located in the northern part of the city of Brno, in the borough Líšeň. The plot of land is characterized by its slightly sloping terrain. The residential building is a free standing building with a rectangular floor plan. The building has 5 floors, where one floor is a collective garage with technical equipment and the other four above-ground floors contain residential units with storage spaces. The above-ground floors consist of a total of nineteen residential units. Parking places with a total of 32, are located in the collective garage and in front of the building. The structural system of the building is designed as a transverse skeleton, supplemented by a wall system on the above-ground floors. The perimeter walls are made of acoustic lime-sand blocks, which are supplemented with mineral wool. The building will be roofed with a single layer green flat roof with extensive greenery. The appearance of the building will be formed by a neutral white plaster, which will be supplemented by anthracite plaster elements in the balcony area. The appearance of the building will be complemented by anthracite window frames, doors and tinkering products. As part of the work, assessments of heating technology, acoustics, lighting and fire safety were carried out. All requirements set by the standard were met.
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Apartment building
Bošková, Katarína ; Rebrova, Tatiana (referee) ; Daněk, Lukáš (advisor)
This bachelor´s thesis is processed in the form of design documentation for implementation of building. Solved building is apartmen building in Púchov - Gorazdová ulica. Apartmen building includes five above-ground floors and one underground floor. There is ten dwelling unit in building and common spaces for residents. There are two areas for rent in ground floor. The undergroung garage for residents is located in basement of building. The highest floor is recessing on both sides and that is why there are two roof terraces. The structural system of a building is designed from clay block Porotherm 30 Profi and cast-in-place horizonat reinforced concrete constructions. Vertical loadbearing constructions in basement are from cast-in-place reinforced concrete. Building is insulated with basalt wool Isover TF Profi. Roof construction is designed as flat roof with stabilization layer of fine aggregate.
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House of Beauty Salon
Ficza, Silvia ; Šafářová, Markéta (referee) ; Lavický, Miloš (advisor)
The bachelor thesis deals with the design of a family house with a beauty salon. The object is a detached two-storey building with a flat roof and a basement and it gives home to five people. The garage and the parking lot for the clients of the salon are also part of the object. The main entrance into the building is situated to the west and the separate entrance for the clients of the salon to the north. The construction system of the house consists of solid wooden CLT (cross laminated timbre) based panels from the Novatop company. The structure is based on foam glass, as by its´ use there is no need for further isolation of the building from the base plate, which is made of steel reinforced concrete. Thanks to good land selection, there were no problems with underground water or possible damage to neighbouring buildings.
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Office Building
Szabo, Daniel ; Kalivoda, Tomáš (referee) ; Kalousek, Lubor (advisor)
The aim of the thesis is recently erected administration building situated in Brno, urban area Slatina. he bulidong consits of three storeys and one underground storey. Architectural composition is temperate and rational with regard on functional use of building and considerates demnads of the investor. Building is created mainly for administration purposes.First storey conists form more parts, there is administrative part, space for shops,stores, relax zones,and the part for stores and utility room. Second and third storey is also for administration , relax zones and social background.Undergorund is the space for garage compound, utility rooms, the spare source for heating, ventilating and air conditioning (HVAC)and store.Load-bearing structure is system S1.2 - reinforced concret skeleton system. The foundation construction is developed from foundation pad, foundation strips and foundation slab. The single- shell roof of this buildng is proposed as the flat roof above the first and second storey and as the roof with growing layer and mound of river stones above the third storey. Our aim was to propose the commercial space for offices with variation usage and also the space for shops, work out compact bulding with spacy and functional disposition.We worked out design documentation in accordance to valid legislation, laws,and technical norms. Drawings are made in AutCAD and visualisations in SketchUp program.
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Cast-in-place basement of cottage in Kronfelzov
Renczes, Gábor ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
This thesis deals with the design and assessment of all supporting parts of a cast-in-place basement of a cottage in the town Kronfelzov. The thesis includes a technical report, static analysis, drawing documentations and visualizations. The calculation of the internal forces was performed by the software Scia Engineer. The drawing documentation consist of a shape and reinforcement drawings of the supporting parts.
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Residential building
Jakobei, Michal ; Vacenovská, Veronika (referee) ; Vajkay, František (advisor)
Hlavným cieľom tejto bakalárskej práce je vypracovanie projektovej dokumentácie k realizácii stavby pre rezidenčný bytový dom. Bytový dom sa nachádza vo Zvolene, parcely projektu spadajú pod katastrálne územie Zvolen. Miesto stavby má rovinatý profil, celý objekt je podpivničený, samostatne stojaci so štyrmi nadzemnými podlažiami a prístavbou s dvomi podlažiami na východnej strane pozemku. Z funkčného hľadiska ide o bytový dom prepojený s polyfunkčnou jednotkou. Koncept dispozície je pre 1, 2 a 3-izbové byty rovnaký. Navrhovaný objekt je na svoj charakter bez náročných tvarov, detailov a konštrukčných riešení. Navrhovaná stavebná činnosť preto vytvára predpoklad finančne výhodnej investície pri zachovaní stanoveného štandardu. Objekt je založený na železobetónovej základovej doske hrúbky 650mm. Všetky nosné konštrukcie v návrhu počítajú s použitím poloprefabrikovaných filigránových panelov. Hlavný strešný plášť nad posledným podlažím tvorí plochá strecha s mechanickým priťažením, hydroizolácia bude mechanicky kotvená do nosnej železobetónovej stropnej dosky. Obvodové steny budú zateplené systémovo riešeným kontaktným zatepľovacím systémom z izolačných dosiek z minerálnej vlny. Projektová dokumentácia bola vytvorená v počítačovom softvéri AutoCad.
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Residential building
Jakobei, Michal ; Vacenovská, Veronika (referee) ; Vajkay, František (advisor)
Hlavným cieľom tejto bakalárskej práce je vypracovanie projektovej dokumentácie k realizácii stavby pre rezidenčný bytový dom. Bytový dom sa nachádza vo Zvolene, parcely projektu spadajú pod katastrálne územie Zvolen. Miesto stavby má rovinatý profil, celý objekt je podpivničený, samostatne stojaci so štyrmi nadzemnými podlažiami a prístavbou s dvomi podlažiami na východnej strane pozemku. Z funkčného hľadiska ide o bytový dom prepojený s polyfunkčnou jednotkou. Koncept dispozície je pre 1, 2 a 3-izbové byty rovnaký. Navrhovaný objekt je na svoj charakter bez náročných tvarov, detailov a konštrukčných riešení. Navrhovaná stavebná činnosť preto vytvára predpoklad finančne výhodnej investície pri zachovaní stanoveného štandardu. Objekt je založený na železobetónovej základovej doske hrúbky 650mm. Všetky nosné konštrukcie v návrhu počítajú s použitím poloprefabrikovaných filigránových panelov. Hlavný strešný plášť nad posledným podlažím tvorí plochá strecha s mechanickým priťažením, hydroizolácia bude mechanicky kotvená do nosnej železobetónovej stropnej dosky. Obvodové steny budú zateplené systémovo riešeným kontaktným zatepľovacím systémom z izolačných dosiek z minerálnej vlny. Projektová dokumentácia bola vytvorená v počítačovom softvéri AutoCad.
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