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Truck-servis
Hübner, Daniel ; Spáčil, Miroslav (referee) ; Brukner, Bohuslav (advisor)
The master’s thesis processes project documentation for construction of Truck service, i.e. object for service and maintenance of trucks with built-in administrative part, situated in Letohrad. The proposed building is a onestorey hall, built-in floors are designed in the administrative part and auxiliary operating areas. The main entrance to the building with income for customers is located in the administrative part. Most of the first floor has a service hall with associated workshops and truck wash space. The supporting structure of the building is designed prefabricated reinforced concrete skeleton with continuous columns and girders mounted on short column brackets. The cladding of the service hall is designed with sandwich panels. The cladding of the administrative part is made of Ytong filler masonry. The facade of the administrative part is designed as ventilated. The horizontal load-bearing structures are assembled from Spiroll prestressed reinforced concrete ceiling panels. The roof is designed as typical for hall buildings, i.e. it is flat single-skinned roof with behind attica gutters and between roofs gutters formed by valleys falling down to the roof drains by spreading wedges.
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The Multipurpose Building in Opava
Gross, Petr ; Struhala, Karel (referee) ; Manychová, Monika (advisor)
The subject of this diploma thesis is the processing of design documentation for realization of the new-build multipurpose building in Opava. The building is designed on the grounds of a former dairy in the Krnovská street where the demolition of obsolete buildings passed off recently. Now are these areas designed to build up again. Designed object will function as a multipurpose building with the operation of a restaurant on the 1st floor, office spaces on the 2nd floor and dwelling units on the 3rd floor. Part of the first floor is a mass garage primarily intended for residents of dwelling units with a total of 9 parking places. It is designed eight dwelling units in total of which six are one-room flats and two are four-room flats. Plan shape of the building is rectangular. The londbearing structure of the building is a reinforced concrete prefabricated precast concrete frame founded on cast-in-place concreted pads. Infill walls are clay brick. The building is roofed with warm flat roof. Dominant features of the building are large glass areas in all floors, metal ventilated facade and loggias of dwelling units. The drawings are processed in AutoCAD programme.
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Technological stage of the rough superstructure of the social services building in Jihlava
Kovařík, Marek ; Ing. Pavel Řihák, Ph.D., Paed. IGIP (referee) ; Kantová, Radka (advisor)
Předmětem bakalářské práce je řešení stavebně technologického projektu výstavby objektu sociálních služeb v Jihlavě, konkrétně provedení vrchní hrubé stavby. Konstrukci hrubé stavby tvoří nosný železobetonový skelet doplněný o výplňové zdivo. Práce se blíže zaměří na tvorbu rozpočtu a harmonogramu stavby, bude vypracován technologický předpis pro provedení nosných železobetonových konstrukcí a nenosného výplňového zdiva. Součástí bude také řešení organizace výstavby zahrnující trasy dodávek materiálů a strojů, koncept výkresu zařízení staveniště, nebo návrh strojních sestav. Dále se práce zaměří na kvalitativní požadavky stavby, řešení bezpečnosti práce a na závěr nabídne návrh alternativního systému nosné konstrukce z velkoformátových vápenopískových tvárnic.
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Fire station in Žamberk
Daníček, Michal ; Ešpandr, Jan (referee) ; Bantová, Sylva (advisor)
The subject of this diploma thesis is the design of the new building of the fire station in Žamberk. The building plot is located on the northwestern outskirts of the city of Žamberk in the street Čs. armády. The fire station building is free-standing and contains two above-ground floors and a tower for drying hoses. On the first above-ground floor, there is a garage for emergency vehicles and associated areas such as a wash box, a technical room with a backup source of electricity, a cloakroom with emergency clothing and washing facilities, fuel storage, a warehouse, a building maintenance workshop, a machine service workshop, sanitary facilities, hose drying and a corridor with a staircase to the second above-ground floor. On this floor, there is an administrative part, a dirty and clean changing room, hygiene facilities, rooms for day and night emergency, a slide to the ground floor, and a room for physical training of fire station workers. The building has a simple shape of two rectangles locked into each other with a distinctive square tower. The object is based on foundation footings and belts. The vertical support system of the above-ground floor is a prefabricated reinforced concrete frame with infill masonry made of ceramic blocks. Horizontal load-bearing ceiling structures are reinforced concrete prefabricated beams with pre-stressed ceiling cavity panels. The roof structure is designed as a single-skin flat roof weighed down by a layer of washed river aggregate.
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Truck-servis
Hübner, Daniel ; Spáčil, Miroslav (referee) ; Brukner, Bohuslav (advisor)
The master’s thesis processes project documentation for construction of Truck service, i.e. object for service and maintenance of trucks with built-in administrative part, situated in Letohrad. The proposed building is a onestorey hall, built-in floors are designed in the administrative part and auxiliary operating areas. The main entrance to the building with income for customers is located in the administrative part. Most of the first floor has a service hall with associated workshops and truck wash space. The supporting structure of the building is designed prefabricated reinforced concrete skeleton with continuous columns and girders mounted on short column brackets. The cladding of the service hall is designed with sandwich panels. The cladding of the administrative part is made of Ytong filler masonry. The facade of the administrative part is designed as ventilated. The horizontal load-bearing structures are assembled from Spiroll prestressed reinforced concrete ceiling panels. The roof is designed as typical for hall buildings, i.e. it is flat single-skinned roof with behind attica gutters and between roofs gutters formed by valleys falling down to the roof drains by spreading wedges.
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Retirement center in Velké Poříčí
Vondrová, Michaela ; Herman, Adolf (referee) ; Bantová, Sylva (advisor)
It is about new-built Retirement center standing alone in the cadaster unit of the town Velké Poříčí. The building has four- floors without basement. It is located in flat terrain near the river in quiet location. The house is built as letter L form. The Retirement center is adapt for disabled people. In the first floor is dining room, doctor´s office, part for employees and technical facilities for house. In the second and third floors are apartments. There are 12 single rooms for one person, 6 single rooms for pair with sleeping in one room and 4 apartments for couple with separated bedroom. In the fourth floor is access to roof terrace. The structural systém of the building is composed of precast concrete frame by Prefa, infill wall from ceramic masonry. Vertical structures are built by prestressed concrete floor slab Spiroll. The building has ventilated facade with mineral wool with facade cladding. The roof is warm flat roof with half intensive green roof.
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The Multipurpose Building in Opava
Gross, Petr ; Struhala, Karel (referee) ; Manychová, Monika (advisor)
The subject of this diploma thesis is the processing of design documentation for realization of the new-build multipurpose building in Opava. The building is designed on the grounds of a former dairy in the Krnovská street where the demolition of obsolete buildings passed off recently. Now are these areas designed to build up again. Designed object will function as a multipurpose building with the operation of a restaurant on the 1st floor, office spaces on the 2nd floor and dwelling units on the 3rd floor. Part of the first floor is a mass garage primarily intended for residents of dwelling units with a total of 9 parking places. It is designed eight dwelling units in total of which six are one-room flats and two are four-room flats. Plan shape of the building is rectangular. The londbearing structure of the building is a reinforced concrete prefabricated precast concrete frame founded on cast-in-place concreted pads. Infill walls are clay brick. The building is roofed with warm flat roof. Dominant features of the building are large glass areas in all floors, metal ventilated facade and loggias of dwelling units. The drawings are processed in AutoCAD programme.
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Office building in Karvina
Bogocz, Adam ; Dohnal, Jakub (referee) ; Fuciman, Ondřej (advisor)
Diplom thesis is about design of an office building. Building floor plan is designed as a rectangle. The building consists of four floors. Roofing the object is solved by a flat roof with strips of m-PVC. The purpose of the internal arrangement is to be able to lease office space to individual firms on the floor. On the first floor is situated an entrance hall with space for the doorman and staircase area. At the hall is also a personal elevator and utility room. These spaces are common to all tenants. In the space for offices are located toilets for women, for men and one toilet for the disabled. Kitchen with lounge and six offices. These spaces are connected with single corridor. The other floors are connected to administrative with hall, which houses a staircase and an elevator. In office spaces 2.NP. 3.NP and 4.NP are located toilets for women, for men and one toilet for the disabled. Kitchen with lounge, utility room and nine offices. These spaces are connected with single corridor. From these levels, there is also access to the evacuation staircase, which is designed according to the requirements for fire protection. On the 4.NP in the utility room is located auditing roof ascent. The project was developed in the educational version of ArchiCAD 17 and processed in accordance with the requirements of a layout, architectural design, structural design, proper and safe use of the building.
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Fire Station Type C2
Wojcik, Jindřich ; Dohnal, Jakub (referee) ; Fuciman, Ondřej (advisor)
Diplom thesis is about design of the fire station of type C2 for the HZS. The building is divided into two parts. First part of a building is designed as a rectangular recessed floor. The first part of building consists of two floors and one underground floor. Roofed by a single-layer flat roof of soft PVC. The building will be used to perform the services, the fire brigade. It will be used 24 hours a day. In the basement is located warehouse, HVAC room, utility room and a lounge with an alternative source of electricity. On the first floor are designed garages for storage technique and also the dressing room, workroom, washing box, warehouse, room for chemical-technical service and concierge. The second floor is designed to serve firefighters. The second part of the building is a training tower, which will be used to train firefighters and for drying hoses. The training tower is designed as a simple steel structure with four floors. The project was developed in the educational version of ArchiCAD 16th project is designed in accordance with the requirements of a layout, architectural design, structural design proper and safe use of the building.
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Planetarium
Chytil, Lukáš ; Utíkal, Aleš (referee) ; Utíkalová, Ivana (advisor)
This diploma thesis focuses on a project of new building of Planetarium in Prostějov in Olomouc district. The project is in accordance eith official assignment and with contemporary Czech standards and legislation. Building is placed to biggest park of Prostějov, next to the centre of city on an empty plot owned by city. Object should serve to the people as a cultural centre. The building plan is irregullarly-sharped with maximum dimensions 47,6 x 26,6 m and has three floors. On the first floor is galery, literature store and cafe and on the second floor is projection room and observatory. Structural systém is skelet and walls from reiforced concrete. Foundations of the building are made of concrete strip foundation and reiforced concrete square footings and strip foundations. Ceilings are made of reiforced concrete panels. There are roofs made by steel cupolas. Unsound walls are made of porous fittings. All external walls and cupolas are insulated with mineral wool. Doors and windows have aluminium frame and triple glazing, inner doors are wooden. As result there’s structurally, operationally and aesthetically functional complex, that will be benefit for the city and its citizens, especially for their cultural life.
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